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HomeMy WebLinkAbout2013-L __-- AM AM 111 ME BASELINE RD. VITT I ► 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE AND THE101 101 ESE Im ME PROJECT SIT 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA VALLEY WATER DISTRICT'S STANDARD SPECIFICATIONS CUCAMONGA STANDARDS D SPECIFICATIONS, D APPENDIX CHAPTER 33 OF THE UNIFORM LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BUILDING CODE. CONSTRUCTION. x CHURCH ST. CTO IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING 2. ECO FOOTHILL BLVD. ®� EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS, VALLEY WATER DISTRICT COPIES OF THE LATEST STANDARD VER SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. ARROW RT. 3. AFTER REMOVAL OF DEBRIS, ANY (STING FILL O DISTURBED TU 01 SHALL E 3. Y CONTRACTOR PERFORMING WORK ON THIS PROJECTS FAMILIARIZE TLS ENGINEER. THEMSELVES WITH THE S AND SH BE HELD SOLELY RESPONSIBLEFOR EXCAVATED TO THE SATISFACTION OR THE O DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR BE INSPECTED BY THE SOILS ENGINEER, AND ANY INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES > � 4. THE EXPOSED SOILS SHALL THEN ARE SHOWN ON THESE PLANS. ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS �r 0 R ' ENDA11ONS AND CONTAINED IN THE SOILS REPORT. 4. -INCH WATER LINES SHALL E 12 GAUGE STEEL; ALL -INCH ENGINEERS RECO � 4TH ST. THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT THROUGH 16-INCH WATER LINES SHALL E 10 GAUGE STEEL, CEMENTAIR . THE POSED SOILS SHALL ORT LINED AND COATED IN ACCORDANCE WITH ANSI/A A TO PROPER MOISTURE CONTENT, D COMPACTED TO AT ST 90% OF THE MAXIMUMSPECIFICATION C205-00. OR 2 -I- =10= - DENSITY, AS DETERMINED BY APPENDIX SECTION 3305 OF THE 1994 U.B.C. OR EQUIVALENT A 0 0 7 COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. 5. AVAILABLE TO SERVE TTHE APPROXIMATE IHE SUBJMUM DECT DEVELOPMENT IMAXIMUM STATIC S60PP SIS. AND . IF UNFORESEEN SUB-SURFACE STRUCTURES E ENCOUNTERED DURING 70 P.S.I., RESPECTIVELY. CONSTRUCTION, THEY S BE IMMEDIA BROUGHT TO THE ATTE ON OF E SOILS 6. WATER R SIZES SHALL - (DOMESTIC) ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. AND (LANDSCAPE). `__­-_ 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY 7. THE MINIMUM COVER FOR 6-INCH AND 8-INCH WATER LINES SHALL BE MUD, SILT, OR DEBRIS TO E DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES 30 INCHES, 10-INCH WATER LINES SHALL BE 36 INCHES, 12-INCH DURING CONSTRUCTION. MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED WATER LINES SHALL E 42 INCHES, AND 16-INCH WATER LINES AND NOT T® SCALE IMMEDIATELY. DUSTS E CONTROLLED BY WATERING O OTHER PROVED OD ABOVE SHALL BE INCHES. t -- 0 T & PRECISE C;RADIN LA mon"k VICTORIA AR13ORS PARK TR CT NO 1 615 LOT & 3 THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 0 m '& Ti= %JUA I "D N""ITIES 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD �� ` 0,1 � "0N^TR0 "'T uu V11 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTIONu 0 'N'01%TES NNEFLE) Ee%TIEMLA ­11 'ta... - THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT DISTRICT. ," - "--I,.---- -___.._1-_1_',__1__.__ ..._. TY BUILDING PAD SUBG ES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE \�-'11FQUANT( �. rr� PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 9. THE DEVELOPERS L HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ITEM " _ �', ALL EXISTING WATER NS AT POINTS OF CONNECTION PRIOR TO ANY ,�: - , UNIT TOTAL a , %�" 9. NO GRADING SHALL COMMENCE OUT OBTAINING GRADING PERMIT D NOTIFYING CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE y rt .,r � DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA . GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK, I 11 SF 38x6(} VALLEY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTIU GE i `" '� „ 1111.. 1,111.. b 4 I- OF CONSTRUCTION. r CITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF 4 0 1 CONSTRUCT 3n AC OVER 4" AB. 10. RESPONSIBILITY .w WORK IN ACCORDANCE W APPENDIX SECTION 3317.2 OF THE 1997 UNIFORM BUILDING CODE. HAVE A CLASS C34 LICENSE. 360 ` "� � ``f 10. THE CONTRACTOR SHALL i i I , . CONSTRUCT A2-6 CURB & GUTTER PER CITY STD PL 104 LF 0 BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER 11 W N 1330 rr S ENGINEER SHALL ALS 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS 1 11. THE SOIL s CONSTRUCTION CONSTRUCT Al-6 CURB ONLY PER CITY STD. PL. 104 (6» CURB FACE}. LF COMPACTION HAS BE f . EN OBTA{HED BY SUBCONTRACTORS AND AGENCIES CONCERNING FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSYe (NES ELECTRICAL11 111 A NE BACKFILL INCLUDING BUT NOT UNLF 430 ITED TO SEWER, WATER L , WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. , UTILITY LI , __ ... Y'. "" 4 CONSTRUCT Al-6 CURB ONLY PER CITY STD PL 104 (O CURB FACE}. GAS AND LANDSCAPE IRRIGATION LINES. 24 ,° , PL. �} 12. WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR - "� 11 I— `, 5 CONSTRUCT Al-6 CURB PER CITY STD 104 (O" TO 6" TRANSITION}. LF 12. CERTIFICATES OF H LOT GRADING E TO E SUBMITTED TO THE BUILDING AND PUBLIC C DOMESTIC USE, OTHER FOR RESIDENTIAL, SHALL HAVE UCED PRESSURE PRINCIPAL BACKFLOW _ .,, � :, LL PER CITY STD PL 604 " INSTALLED AN APPROVED RED LF 37 DIVISION PRIOR TO FINAL BUILDING INSPECTION. E MINIMUM BACKFLOW PROTECTION REQUIREMENT. __ ASSEMBLY AS THE 6. 6 CONSTRUCT MASONRY RETAIN dr ti :.f. n r ✓Y ; AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN ING DISTRICT- I _,­.­­ , , �� ' 7 CONSTRUCT HANDICAP STRIPING D PAVEMENT SYMBOLS PER DETAIL O SHEET L LS 13. AN AS-GRADED GRADING PLAN 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALL11 ' 2! ION PRIOR TO RELEASE OF GRADING , �� /° °� r.., " `, - Lr j .T,-`,'-", �t .� f SUBMITTED TO THE BUILDING AND SAFETY DIVISION H IS TO BE FURNISHED METER BOXES, ti," x ; ,.b 8, CONSTRUCT 4" WHITE PAINTED PARKING STALL STRIPING PER DETAIL ON SHEET L6. LS 1 BOND AND PRIOR TO FINAL GRADING INSPECTION, 65 ti. �" L 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE CONSTRUCT WOOD BARRICADE PER CITY STD. PL. 131 A. ' ^' J f t J• q ,� P 111-11- 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEED{NG 5;1 SLOPE ARE TO BE THE WATER SYSTEM PRESSURE EXCEEDS 80 PS.I. (SEE NOTES}. ",1- , " �,r .y _111 D PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING APPROVED 10 CONSTRUCT REDWOOD HEADER. LF 6 PUNTED WITH APPR _-. HEE EROSION CONTROL SPECIFICATIONS BETWEEN WATER LINES AND SANITARY SEWER l - .", " I" "I ­'.. ' ,��� , SYSTEM. SEE APPROVED LANDSCAPE DRAWINGS AND ERO 15. THE MINIMUM SEPARATION . 5 " \--1. 11 ­1-11-11 LF 132 FOR PERIMETER TREATMENTS. LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL 11 CONSTRUCT LO I AL GUTTER PER CITY STD. PL. 106-A HEALTH CODE, TITLE 22, SECTION 64630-C. �. �, EER ILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS 1 15. THE UNDER SIGNED C L ENGIN . ...:.,...,. .. s 2O INSTALL NDS 70 GREEN 3" ATRIUM GRATE & RISE . .r r5 IN ACCORDANCE AT.PPENDIX 3317.2 OF THE 1997 UNIFORM BUILDING CODE. 1 . S D BEDDING AND SAND BACKFILL I THE PIPE ZONE I REQUIRED IEA 17 4 1-1-_- r ' 1 2 CONSTRUCT BROOKS 12"X12" CATCH BASIN WITH STEEL G TE PER DWG. N0. 1212 CB. UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE $ IMMMEMM CBISEA 4 , .._. 16. NO ADJUSTMENT OF E ATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE DISTRICT ENGINEER. „ � 22 INSTALL H VY DUTY CAST IRO GRA E WITH WASH D OCK FILLER O U23 (2'X2' TY BAS . BUILDING OFFICIAL D CIVIL ENGINEER OF RECORD. k ' 17. TRENCH RESTORATION D PAVEMENT REPAIR SHALL BE IN ACCORDANCE LF 765 WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL � � 2 INSTALL 4" DI . SDR 35 DRAIN PIPE. 17. 0 dM ALL WALLS ABOVE 3.0 FEET IN HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. AGENCY. " LF 49 x � �p 70 a i INSTALL �" D{AM SDR 35 DRAIN PIPE S WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEPARATE PERMIT AND INSPECTION 18. WORK 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE �L___-__......I .', ­ , ' ' ,, "I \ 1 ._.�.::... 335 25 INSTALL 8" DIAM. SDR 35 DRAIN PIPE. LF ISSUED BY ENGINEERING DIVISION. ER FINAL PAVING IS COMPLETED. DIAM S - & "STM.., LF , __1 'd 5 1 , _­­ j .. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ,., " 1111_.. "I'll.", 1, 11F r _a � `� � LF 21 O �.r. 6 INSTALL 1O" D 35 DRAIN PIPE. - 9 ��� ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND '11, �� AA INSTALL 12" DIAM SDR 35 DRAIN PIPE14 PAVING GENERAL NODISINFECTION SHALT BE PERFORMED IN ACCORDANCE WITH THE SECTION 7, �_ " � ��< c __ ,, ' ;.. , _,,__,__L0T TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THET I 4 .,w 3q REMOVE BRICK AND MORTAR SEAL. �' 1 {N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA VALLEY WATER DISTRICT. , C r l 1. ALL WORK SHALL BE DONE i ', II "I LF 2O2 t 31 CONSTRUCT 18" RCP STORM DRAIN (D LOAD PER PROFILE}. STANDARDS D THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE 4 CUCAMONGA 20. THE CONTRACTOR SHALL E I _ ,_ E w.,. PROFILE . LF 329 - INCLUDING ITS ANNUAL SUPPLEMENTS OF END ENTS. _ WORKING DAYS HOURS PRIOR ; I , ', ` ;,;. _ 32 CONSTRUCT 24 RCP STORM D N (D LOAD PER } CONSTRUCTION CURRE EDITION, TO RT (1-800 227-2600} AT LEAST 0 ( } .. "" CONTRACTOR SHALL E F I W D SHALL BE RESPONSIBLE FOR ADHERENCE SCALE . 1 150 ;.. TO START OF CON UCTION. I ` ' _m W CONSTRUCT 30� RCP STORM DRAIN (D LOAD PER PROFILE}. LF 3O5 THESE STANDARDS D SPECIFICATIONS. fl 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CO CTOR SHALL __ ® ; ._. _._,.__ __ ._ _. . _..__11.11 _.. ..__v , . ._..._._..... POLES WATER WATER DISTRICT AT 909 987 2591. _ wdow- M TELEPHONE OR POWER , CUCAONGA VALLEY ( } 34 CONSTRUCT GMP CATCH BASIN RISER PER CITY STD. NO. 311 AND MODIFIED PER DETAIL O SHE L5. 1 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, CONTACT THE A, I � _ ...-. ._-... N THESE PLANS WITHIN THE S PRIOR TO THE REQUIRED INSPECTION DATE. I - _.. EA 2 14 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN Q Q WORKING DAY , I • . . �. -1111 n--- .. j '' r < 1111._, RIGHT-QF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO E DONE - 35 . ._.._ ,. � � CONSTRUCT ANHOLE NO 1 PER CITY STD 0 318 �ABE REMOVED REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS-BUILT" 3 SfIS x DRAWINGS TO THE CUCAMONGA VALLEY WATER DISTRICT PRIOR TO FINAL 36 CONSTRUCT PIPE CONNECTION PER CITY STD. NO. 328. r COST TO E CITY OF RANCHO CUCAMONGA. ACCEPTANCE OF ANY SYSTEM. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 37 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY STD. N0. 336. THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 23. APPROVAL OF THESE P S BY THE CUC ONGA VALLEY WATER DISTRICT 3 CONSTRUCT CURB OPENING CATCH I PER CITY STD. 00 ( AS SHO O PLAN). ING DIRECTLY OR INDIRECTLY O HIS OPERATIONS, WHETHER OR NOT SUCH DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE RESULT OF EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID 50 INSTALL BACKFLOW ASSEMBLY PER C D STD. DWG. 0. 2A. 2 FACILITIES E SHOWN ON THESE PLANS. FACILITIES E SHO ON THESE PLANS. --- FM 4. A PERMIT SHALL BE OBTAINED FROM CITY OF CO CUCAMONGA PUBLIC WORKS 51 INSTALL 1 1/,f SCHEDULE 40 PVC POTABLE WATER SERVICE (30" MINIMUM DEPTH}. LF 890 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY EA 1 IT EASEMENT of GHa CucAMONGA EENT OR RIGHT-OF-WAY. o REMOVE EXISTING PLUG AND JOIN. CONTACT E FOLLOWING, AS REQUIRED, 4 HOURS 61 CONSTRUCT �' VCP SEWER AIN (TRENCH PER CCWD STD. DWG. 0. 30). LF 740 mi 5. ALL GRADE STAKES S BES Y THE CONTRACTOR OR ENGINEER. PAVING STAKES 1. !N CASE OF EMERGENCY, G MIKE WH PRIOR TO EXCAVATION: oft AT HINGE POINTS, EDGE OF PAYEE POINTS WITHIN 0.01 FOOT OF SUB- TRACT BOUNDARY 62 CONSTRUCT STANDARD MANHOLE PER C D STD. DWG. O. 18. 3 SHALL E S 909 372-8500 to GRADE ELEVATION D AT NOT MORE 50 FOOT INTERVALS. DITTO PAVING STAKES AT REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AR " CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY GENERAL TELEPHONE COMPANY: (800) 422-4132 (P= • } EXISTING PAD ELEVATION MAY BE REQ 2. THE UNDERSIGNED ROVED PLANS„ 280 SO LOCUST FINISHED FLOOR ELEVATION 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, NS, OR THAT WORK ISN CORDANCE WITH THE APP P.O. OX 2920 AA co CROSSINGS SH BE CONSTRUCTED PRIOR TO PAVING. - GARAGE FLOO L 9.:��,jo PO OA, CALIFORNIA 91766 TION QUANTITY T`RRE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING THE CITY OF SIGN : T G. RCE N0. 20596 DATE HP HIGH POINT ORIGINAL EARTHWORK 10 GROUND AND ALL SUB-G DESS L BE PE COMPACTION TOESTS SHA BE RANCHO CUCAMONGA. A WRITTEN REPORT THESE 3. A STAND-BY CR FOR ERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE SOUTHERN CALIFORNIA ED{SQ CO. 1- 0-655-4555 G GRADE R K (SUBJECT TO FINAL CALCULATIONS} EAL %no SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENTOF BASE RAJNY ON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE D STOCKPILED AT 7951 REDWOOD AVE. TEMPORARY DEVICES FG FINISH GRADE CUT (CY) FILL (CY) Qp�ESS/a�9 WET S MATERIALS AND/OR SURFACING. CONVEN{ENT LOCATIONS TO FACILITATE PID CONSTRUCTION OF FQ ANA, CA. 92336 8. AT E COMPLETION OF PAVING, A MATERIALS REPORT SH BE SUBM D TO THE CITY WHEN N IS EMINENT. F FINISH SURFACE RAW 3,100 2,300 ��° 1° G. 4 �e<. VERIFY STABILITY, OIL 4. DEVICES SHALL NOT BE MOVED O MODIFIED WITHOUT THE P OVAL OF E COU (STRICT: 09 987-2591 B ACK OF ALK � - ���' ENGINEER LISTING TESTS OR DETERMINATIONS COMPLETED TO If-- CUCAMONGA VALLEY WATER D (9 } - :Z: 101011 10 WA - CONTE AND GRADATION OF ASPHALT PAVING. INSPECTOR. 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL E I PLACE AT THE END OF EACH 9641 SAN ERNADIO ROAD DAYLIGHT LINE � Na 20596 r�, THE S 497. QGA CAL{FORMA 91730 �. Exp. 9-30-05 � 9. PRIOR TO INSTA TION QF ANY PAVING, A MATERIALS REPORT SHALL E SUBMI D TO WORKING DAY WHEN THE 5-DAY IN PROBABILITY EXCEED CHO CUCA , CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 6, A A RAINSTORM, ALL SILT D DEBRIS SHALL BE REMOVED FRO CHECK BERMS D FLOW LINE sqT '/VlL ��' SIEVE ANALYSIS D SAND EQUIVALENT OF AGGREGATE BASE. DESILTING BASINS D THE BASINS PUMPED DRY. 987-2225RATE OF GRADE DCA CAB ISLON: (714} 1.0� �(�F CA1-`F 10. PAVING SHAM BE PERFORMED IN ACCORDANCE W R-VALUE D PAVEMENT TESTS TAKEN 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE 9155 CHIBALD AVENUE, SUITE H 11- IMM TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. CONCLUSION OF EACH WORKING DAY. FL FLOW LINE PTH OF WATER IN ANY DEVICE NCHQ CUG ONGA, CALIFORNIA 91730 OF ALL � DEVISED AREA DRAINS 01-03-05 01-13-05 8. A GUARD WILL E POSTED O THE SITE WHENEVER THE DE TOP 11. WHEN IMPROVEMENTS E TO E PLACED ON THE SOIL WHICH CONSISTS OF A ROCKY LEEDS Q FEET. S HIGH PROTRUDE S. TF TOP OF FOOTING DESCRIPTION REVISION ATE CITY 01 E SUB-GRADES BE PREPARED Y REMOVING ALL ROCK SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 ABOVE THE SUB-GRADE D ALL VOIDS Q DEPRESSIONS SHALL BE FILLED WITH A FINE 9. PROJECT AREA = 8.05 ACRES - JAPO " MIL ELM I a^ AM mm ELM u AER GRADE MATERIAL OF A QUALITY BETTER THAN THE NAjp%,�" OEM MOL, AM &M^E 0 MR MAIIII TIVE MATERIAL. 216 N. EUCLID AVE. 1 800-427-200q comm. ED EXTRA DEPTH v lir r nftim%pno Cu;.�Amom A < 12. ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILA REGISTERED ONTARIO, CA. 91762 RETAINING ALLam IF THE � BY THE E.P.A. FOR USE UNDER A.C. D F.C.C. SHALL BE UNIFORMLY PLIED AT E EXTRA DEPTH FOOTING rm%m ILI'%, pLALI 0%le%'E G R"'ArDN U N MANUFACTURER'SRECOMMENDED FOR E LL PA WIDTH PRIOR TO PAVING. METROPOLITANWATER DISTRICT: (909) 593-7474PLOT & VmEu z, Y FOR THE CONVENIENCE OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES O STRUCTURES 700 N. MORENO AVENUE 0) 13. MATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY SHOWN ON THIS PLAN ARE OBTAINED Y A SEARCH OF AVAILABLE RECORDS. TO OTN E B.S.L. UILDING SETBACK LINE ESTI THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERM{NATION OF BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN VERNE, GA. 9175 V %j I AL "'B"do"'Oft r% 00%Am'K 1w 11^�w0wNRLI A K '%K0 11111j 0 70 04w% CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BLD. ANY ITEM OF WORK REQUIRED BY THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY HODS TC TOP OF TE L ATION THESE PLANS WHICH IS NOT SPECIFICALLY LISTED I THE ESTIMATE OFQUANTITIESS BE TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON PACIFIC TELEPHONE COMPANY' (714) 999-5639 CONSIDERED INCLUDED IN E OTHER ITEMS OF WORK. THESE PLANS. N%jo 1 L^T &ft -ft 3 --- ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED I KAkw� I 100 Op %j Z & (a 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE CONSTRUCTED AT EACH INTERSECTION. PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 15. APPROVAL OF PLANS DOES NOT RELIEVE E DEVELOPER O RESPONSIBILITY FOR AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAF AND HEALTH CITY AP REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION A ER E A• UR V Y : DATE- COVERED DURING CONSTRUCTION. UPON THE CORRECTION OF ERROR D 0 fSSLO DIS • 24953 B D TO CITY RESPONSIBLE I ANY WAY FOR THE CONTRACTOR'S TTY I E REQUEST THE REQUIRED P REVISIONS SHALL BE PROMPTLY SU THE CIVIL ENGINEER SHALL NOT B ENGINEER FOR APPROVAL. AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAF AND HEALTH RECO} ENDED REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION DESIGN MORSE 17ite350 hil[Ave. RD FREE ORDERLY skein Irvine,C 16. WORK SLTE AND ERIQR STREETS SHALL BE IN A NEAT, GLEAN, H , DEVELOPER ° (OWNER)ST OF THE CTO FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPL E BENCH MARK NUMBER 10051 R.P.P. aaK, H oice: 4.21.8 STATE, THROUGHOUT CONS UCTIO . SITES L BE CLEANED UPON REQUEST CONTRA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF f Voice:949-251-8821 INSPECTOR. THAT THIS ELEVATION : 1300.686 DRAWN ���U�T= Fax: 944-251-aste SHEET THIS PROJECT, INCLUDING S OF ALL PERSONS AND PROPERTY; T I SET 2" BRASS DISK IN GONG. CURB STAMPED CITY OF SHALL NOT BE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT E LIMITED TO NORMAL WORKING RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. E R ENGINEERS s u R v E s GF 17. THE FI O SURFACE LAYER OF ASPHAL35 rm TIC CONCR ROADWAY PAYEE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER PLACED UNTIL ALL UTILITIES AND UTILITY LITERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL O ALLEGED, IN INLAND MPI R E I V I S I Q N ALL UN- AND THE ENGINEER CE z55.Past Ri'ncon sYrvet, suza'e zv° CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596DRAWING ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, ANDA CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SO .9 R-46b sa.9za?9 133v MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END - C ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- CONN NEGLIGENCE OF THE OWNER O ENGINEER. yet No. r9°°,t,�r�e5°° (9°s,1`,z a5r° (�F GATGH BASIN 2 FT. NORTH OF BE1111 GINING ®F CURB. S.C.M. ATE FILE FACTION OF THE CITY ENGINEER. 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"'�- I , ,�x I i Ti ,\ ii Z� -­-- ! 11-1- � � '� s L �� I 1� � � I � I 11 ,� ­,11 " 1 1" i rc, � "',lc- � , M I () � - ,� I I I � � , � -I ,�* I � : � 11 I 1, -r 3 -- � � I I I , , ill � "I I I I �- , � i I ,I- �1, I �- , I � � " I 1� h � -,I 11 I �I� I - A , -I � � 11 , � I � � I � I I— � I I I ,,,[:`,�,, ,� � I I � J/1 -265' �- --�� ; -, � �� � v_: (�) CONSTRUCT 4 WHITE PAINTED PARKING STALL STRIPING PER DETAIL ON SHEET L6. I I- I 1� ,,, �',-� , � i" .50 - I �,� � ,� � I , T 11� I 11 :�, , �7 " , ,- , "i � 11 I � I � ...1, i ---- � -'a - I , , � � — I 11 � � I - � I � "'I- � � - I � I � i , � I m 1266.7f' , I I I ""Ill � I I , 11 ; I ! 1�I,,- � � C�l = � u r% m I - I k I��,,, , :�: - I I � " A � � ',----" � - � � i, � I � . B , , , , if . � 11 3 � CD \-!�/ I - , �" , I I �) CONSTRUCT WOOD BARRICADE PER CITY STD. PL. 131A. 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'' ;; I � I � I I � � I "I, I 111,:,z ,�;���I-�, �i , � � �, LIMITS OF BRICK DUST__/ , L"' 1-_............ g 11 I I � �, C__'�'), ,�' i ; � : ,� I - FS I 1, I I -,� I I e I I � �� . i I ; � (SEE SHEET Ll 2 FOR "�, ­__ \ "I% _N_ , I � , �­,�_, I � i � I I ___� � � U 11 ,,4,_ 1��� i 11, I � I—,___ I I 111 � � � � , 11 I \ , I I I � I - I I,I ;I I I l��,�"i"" i� 0 1 1 1 1 "WI-1 1� ...... 11 I I I 6\6 1� I 1� -*N CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. ,I ,� :_; ,� � ��, 1i :;­Ii�' 1 2 � 11 � I r - ��:� ,:� " � I I I � \ CONSTRUCTION NOTES � 11-111-, � I ___ \ ,�'I"I �" 'I I k� ��,, - �- I 1i � - j � 11267.30 r') I:� ,i I , , LO - ........ �I i,�,:; I 11 ­ i I �, c) 0 � , 1111_ 1, 11 � I � :�i�,�� � , I i � 1, " I ct:� 1, L i�i;l I � 11 �y � �� , , a ," __ \ , � , �_ �: , , ,,, AND DETAILS) I , I i � �I � , � ­­_ ':1 I e,,,111. 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(OWNER) CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320 Redhill Ave. � R.P.P. D Suife 350 ~ DOKICH Irvine,CA 92614 Use � ELEVATION : 1300.686 1 Voice:949-251-8821 &*"% � STANDARD PACIFIc HoMES SET 27 BRASS DISK IN CONC. CURB STAMPED CITY OF DRAWN I HULTZ. FAX: 949-251-0516 SHEET %400# I 11 INLAND EMPIRE DIVISION E NORTHWEST E.V.J. PL NNERS ENGINEERS SURVEYORS ^ - _ I I't --I--- I L%3 0 F ;45'%'5 FM I 26Y-Pad AnWq Mmet, Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 , f N , I C,gmn% Caf1mn&.q,e87.q-1.?,?0 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END �� px�RCE No 20596 DRAWING NO. W ____- _______ _ __ _______________ __. I AlAn (.90.9)X-7-R600 .4"ar,1(90.9j.?72-9H0 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. _�I�"` ATE _V,346-05 FILE NO — I to . Last Revised: Tue Mar 15, 2005 - 9:55am Last Plotted: Wed Mar 16, 2005 - 3:33pm Plotted By: STATION69 Drawing: 1-\52532\PG\pg-park-L3.dwg c1% . 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I , , � I DATE- ock I , - , I i � , I : fi � ­­_ I . �i ,� e _,i_ I .4 -10 * - I I ,�\ ,--.��7j��_-:�_,g, ---___111 ip 11 CITY ENGINEER RCE No 24953 x ,� .,. N, , . . ,,,,, , �'j,�r., "L_J:i,:��J_ __ ____ _ _ -------r----- ..40 ) , 27. L-�­!lL­-:flL---::H�-1 11� ----I;`- .*- --w [*- ---------- - , ­T� 1-1 .. '. "I i-_1-_-M:z1,q CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320 Redhill Ave. RECOMMENDED m4ft ___ I , - _ I 1 4-7, , ­ 1-1 - ___,� >, ' - ;_,R"' - -,: ...1%.­ ..­ 1­:�jh­­I(� -q./ DEVELOPER 0 (OWNER) ,,, �0 . ilif '-" ~ " I 1,',",'. �� , ,� Suite 350 Er MOW CU B -("'-,,,,��,,�,/ �1< I R.P.P. D ,',­­�',�"-�,',,7-,, \ ,,_�',".�\ EXISTING GROUND—/""""'-,�,"","'�-,���,'��',�-7!�, DOKICH Irvine,CA 92614 Lim ,�, ,�,- .. '', """ ,:",,`,�,�i,.' - ,<, "" _/ N, "� 1:1,11,11"1111 _ ' /ri� , ,�"", "'("',,t,:,,�,,,,, 10% 11,� �, �,,, ,� ,-I Voice:949-251-8821 & EXISTING GROUND �,��';-,5�,`�"-,'­' ::_�,, ,'r "�/- I ,I , ",/1", ELEVATION : 1300.686 ........�N-_�'� " 8' WIDE CONCRETE SIDEWALK ,� .: DRAWN S C H U L T Z FAX, 949-251-0516 SHEET %a �",,I` '_� -_ L_ I�/,`, ­-�­' ,,,� ", "I_,�`11�11`1'11`1��,"�"" . STANDARD PACIFic HoMES SET 27 BRASS DISK IN CONC. CURB STAMPED CITY OF I '11, 1_�1�_--- ", 0110111 E.V.J. P L IN E R S E N G I N E E R S SURVEYORS A ON5 FM SECTION C-C SECTION D-D N INLAND EmPIRE Divisi ON " AT THE NORTHWEST _ - 10% L4 OF ;3 ,a 4111, . 3' WIDE CONCRETE 2Mxaa,8nmn arowt, Suriepa CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 (NTS) (NTS) comfig califirn&.9287,9-1=0 20596 DRAWING NO. U .rez _,* (.90.9 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END AW*CE NO � ,�sze-&Q.600 P=(.90.9,/.me,-610 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. I DATE __V�-�-0FILE NO %%.- __________ I ��� 000p A I ___ - 1. Last Revised: Tue Mar 15, 2005 - 10:02am Last Plotted: Wed Mar 16, 2005 - 3:32prn Plotted By: STATION69 Drawing: 1:\52532\PG\pg-park-L4.dwg , A q=,%b I (A lzzz� L�� ,ERj � I - I - ''I ,� I - " � I I I I I � I I ­ " I - - 0%AWN&01 6 Avft� Tffm'kU ''hT10N NOTES VARIES 81 � I----..-- VARIES III ".­," . "'It', i/1", .*_-____ - - -0. FL 2 ',.'11--'1 0 CONSTRUCT 3" AC OVER 4 AB. I ; 4 -__VARIES 10.0 5' - I/ Q CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 1 : ,*- / I EXISTING PERIMETER WALL-;;� I I I / (2) CONSTRUCT A11-6 CURB ONLY PER CITY STD. PL. 104 (6' CURB FACE). - 1�. - I I � �"I .7 I M'-_t ��:� i"11"', 11�,�,,,� , , L,�,", i ,�," 1�"_ SHEET Ll 2 � 0 CONSTRUCT A1-6 CURB ONLY PER CITY STD. PL. 104 (Cr CURB FACE). ,:,"'11"," I "',I , ,_:%,� I 11� � �, �,," --- / -,"' � 31 ­ , -- _1�1 - . I "' ,-- I �1, i I—- ii -1 I I �111- -1,�t�I_-::1 11,I�I '-, I"_ ) �w - �� �__ __��� �I�., -1 ­ " 'I" ",111' - - ` 8,,"),�_`" /, ., I .*_________p- -j li�:. t`_1 (�) CONSTRUCT A11-6 CURB PER CITY STD. PL. 104 (Cr TO Er TRANSITION). ------A-`-, J, .1�Lz::1 1*_1 I �,�i-i 1��---, 1 I 1 1 1�1 ­�i;­,,­ 11.11,11, , ",',,�-- �- _'i,, �, fl_Z 1 -,,3 N, -�ll,�,-��-��,�-,,-�,,��,�,"",,,-,,,,i-,-�,-,�:"-�-,�,--""�%-4,,�-"'��-,�,,�'-,� ­­,��_,_!_-,_,i " �.,,_5i� t, 11 �_ ",_.� - ', _11 ­ -_ . "",,"- I , , / _=-M 1, " _" "--1,11" 11- , , ,� � 11-1 ---w .*- --am. �*_ ,/I ,� ,��,_17 t -pl , � , , ." 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"" � ___`0`1 I I I 11 I I I I �1111p �,`) "", ,­� __ 11� .1 x I ,,,��6,���,, I'll - , I I I I ''I I 1, I i I I I I t I � - � _ _-� ,, � I 11�1 I I I - . ­ -1, ­ 1; % � �, 1", "�z I , I I I 11 ,� I I I --- '_­ ��� " 1 4 ill ", , "�,1- ,,_I __ I I I I , 2"-i . ,,-,I//,11�1 -1� �� � I I I � I I I I I 11 I� _ -1- -j77-' , ,;�­',­,�_ / �� I � , 11 "', I ,,V­�.��- I - I I I I I I i �­ --"Ll "­ "I 11 -, � , ____"_�,,­�" ,__") , I " I I I I , t, ­__ I! , � , I��, I -- - _'_ � � I I I I (�) CONSTRUCT 4 WHITE PAINTED PARKING STALL STRIPING PER DETAIL ON SHEET L6. ,�, -, I__ 1, - I',---- ,�tl '_11`55 ­ " � I 11 � � I I � I I I I I I I ' 'I � . 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CURB STAMPED CITY OF DRAWN SCHULTZ FAX: 949-251-0516 SHEET %0; , - I j INLAND EmPIRE DivISION BM 10051 1987" AT THE NORTHWEST E.V.J. _ P L A N I ERS ENGINEERS SURVEYORS L5 OF 3 5 IIIIIIIIIIIIE ffY,Past Ancen Mimi, sume.mo CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 -I-,,---- A& % ranIng call,*mla'9=7.9-Isso MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END DRAWING NO. %J Al A (.909 .)Y7e-8600 Par(.909 - I- - ____ ,/M-9W OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. E No 20596 %*,%.. (O ___ _ ___ __ - - ___---= IIIIIIIIIIIIIII --------__ - D TE \7;a�-Y6.o FILE NO - I C Last Revised: Tue Mar 15, 2005 - 10:26am Last Plotted: Wed Mar 16, 2005 - 3:31pm Plotted By: STATION69 Drawing: 1:\52532\PG\pg-park-L5.dwg IOU 6 I n. _/ 4" 'r A!_', I � , __ I ,i­'," E , I -7.I I . ,,,� \ GRATE PER DWG. NO. 1212 OCK FILLER ON U23 (2'X2') \r4,ry am I 11 11_1_11___1__,____ ________________ ____........._, ________" ,___,_________,______________,_,_ ,- ,____,____ "" , -," ,'', __,__ ,__ """,_" ---'',-"-__,_ ___,____,___ ___ ___,____,_,___,__,_,_,, " - ,_______,",",__ -----,-"---__,____ - ----------........ ------------------____,__,_____ __ ------------ ,_____,__, , ___,______ , -, r yy , } E ' E F ' 3a, t a . M1` " Ji a s / { v f z , i l s k v t J a o µ t'a i (1287:61 t "�f HANDICAP SIGN PER SHEET L14 '{ � � HANDICAP SIGN PER SHE L14 v 4 D f, FS AIL B DETAIL B f` 1287.35 TC ' PROPOSED CURB (Cr CURB} PROPOSED CURB (Cr CURB} PROPOSED CURB (0" CURB) 1287.83 FS 1287`61 %* 1287.54 FS t (1287.04 WHEEL STOP PER SHEET L1 F{ (\'1 4°�a- FS DETAIL C WHEEL STOP PER SHEET L14 is f .FV f C EX MH 1287.78 DETAIL C 1 1281.0 FS 128734 „ INSTALL 4 SOLID BLUE PARKING LINE C 36"O.C. 36"Q. . TOP RCB FS - ° ` 1286.78 PER CITY STD. DWG. NO. 133. TYP. °' TYP. (1287.1`2 TC ` INSTALL 4 SOLID BLUE PARKING LINE ¢ 0" FS (DOUBLEN INSTALL DISABLED PERSONS PARKING SYMBOL ,� `'/ :,. ✓ -P STRIPE} PER CITY STD. DWG. N0. 133. N .97 7.62 PER CALT NS STD. DWG. NO. 4C. FS' % `1• = :-FS , 1`288.40_TG76 20 INSTALL DISABLED PERSONS PARKING SYMBOL 1287.09 f ° .�''✓J FS 1285.40 IN ` r�---� PER CALTRANS STD. DWG. NO. A24C. �> INSTALL 4 SOLID BLUE PARKING LINE "`Y •� fi / O 4, 1287.31 J _ PER CITY STD. DWG. N0. 133. . p FSs. s x s 1 f �'` � � 9 1286: ' g' ca i �' 5 °� / / v ✓ r • TYP. TYPm TYP e a FS .0e / z TYP. 0.0' RET 1.7' RET 1284.9 TW _..r. 1286.3 TW 1284.59 FS ,, /f 1 83.40 1HANDICAP PARKING AND STRIPING DETAIL (/ t TyJ... ,. 1284.58 FS 1283.6 TF.. � �� .,��a,� � � ��o.r� �. .�� , , / `� 1283.6 TF t M IM// / SCALE: 1"-10' 1.3' RET 1285.6 TWti. 1284.31 FS 1283.6 TF ..� � �� 1284.60,*91111% � �� � �� �� � � FS .� 2Q \SEE CONSTRUCTION PLAN 0.0 RET / t i l SQ SHEET L11 FOR ON-SITE 1284.3 _® N ! / Sh�T f PROPOSED CURB FACE . l ° IMPROVEMENTS 14 1284.15 FS 1283.6 TF 1284.32 r84:44 s FS.� j - V 1284:0 w w .w ' - FS �- / ' �:° INSTALL 4 SOLID WHITE PARKING LINE , 128 .43 EX RCB PER INV. i i DOUBLE STRIPE} PER CITY STD. DWG. NO. 133. x f,� 1;284'00' r" SFS CFDIIA IMP PLANS s M 1283:69 a 91 o ,� FSS o...µ INSTALL 4" SOLID WHITE PARKING LINE TYP. -- -- %' '' `� '" 25.40 TG �� EXISTING IMPROVEMENTS PER (DOUBLE STRIPE) PER CITY STD. DWG. NO. 133. ---f f- �l 283.79 1284.15 / 2O SEE _f283:40 �� .;o/ FS FS / °J 282.40 I VICTORIA PARK LANE CID113 IMP. PIANS �, t 9" -- FS ,, DWG. IQ.`.1877; 1 PROJECT SHT 47"OF 94 23 t Y,f 1282.94 ,.., t .,1282:78 _ � ••+r. FS .....r-i,,,. t' /^',".v 1 283.1 9 q°?, t, FS SEE CONSTRUCTION PLAN m. SHEET L11 FOR ON-SITE (/ S CALF. 1 =10 r by 01 I C. IMPROVEMENTS _ j 00*1 il283.40 d FS 1282.64 r - 23 FS 1282.81 f .,... ...,,•r` r FS 1282.40+ 6 2Q 000, _ 1282.47 �f 1281.40!]N r VARIES ♦ 1282.50 -WETLANDS FS EXISTING PERIMETER WALL U0% T 3 / t r EXISTING PROPOSED CONTOURS i` C'w;'01*AN S T R U(0`;T 10"N N 0"T E S (PARK, S ASS G ED �� g !. VARIES $° VARIES VARIES 5' W 'VICTORIA ARBORS ._ aM-,, i ROUGH GRADING PLAN ` CONSTRUCT 3 AC OVER 4 A . 06 / 1 / #,`PMT 2002'00029 _ EXISTING GROUND-/ FENCE PER } 2 CONSTRUCT 6 CURB GU PER CITY S . PL. 104. , P C . 1 6" CU FACE). '� SHEET L12 CONSTRUCT AlAl-6 CURB ONLY PER CITY STD. PL 04 ( RB } 27 rCm 3 U4 CONSTRUCT Al-6 CURB ONLY PER CITY STD. PL. 104 (Cr CURB FACE). (e� CONSTRUCT A1-6 CURB PER CITY STD. PL. 104 (0" TO 6" TRANSITION}. 8' WIDE CONCRETE SIDEWALK- ,- EXISTING GROUND 6 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL. 604. 12811 INSTALL NDS 70 GREEN 3" ATRIUM GRATE & RISER. INSTALL 4 DIA . SDR 35 D I PIPE. to FG 3' WIDE CONCRETE (NTS) W, P t EXISTING GRADING AROUND PERIMETER OF WETLANDS PER �p ESS WET SEAL MEOW VICTORIA ARBORS ROUGH GRADING PLAN o� PMT 2002-00029 w No. 20596 Fm ! / Exp. 9-30-05LAM Of- REVISED AREA DRAINS 01-03-05 01-13-05 DESCRIPTION REVISION ATE CITY r P 1 f PROVED. LjLmBE ASIRu itR m 1L EAftHm& CA mc MUNUAf PLOT & PRECISE GRADING PLAN :p e a LL tTORUA Am "'bUmm'Zi AHE" V I p > T It t TRACT NCS. 1001 a, LOmmlm 3 SCALE 1"=20 APPROVEDBY '. DATE- CITY ENGINEER RCE No 24953 DEVELOPER (OWNER) CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320Redhill Ave. RECOMMENDED 111011011111 BENCH MARK NUMBER 10051 R.P.P. Suite 350 DOKICH Irvine,CA 92614 Lim ELEVATION : 1300.686 , Voice:949.251.8821 TA IFI DAWN SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF 5 C H U LT Z PAX. 949-251-0516 SHEET INLAND M P F R E DiviSION RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. PL " E R s E G I E E R s SURVEYORS 35 Imm MYAst An=MAW, Susie z®D CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 � GF c® coo .9ml91ma MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CHECKED 2O5gfi DRAWING O• Al No (.gQ.g1.m--as®v .gar(sQ.9,� ,-asra � CE NO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S•C• • DATEV3-Z&__-0_jYILEC Last Revised: Tue Mar 15, 2005 - 10:30am Last Plotted: Wed Mar 16, 2005 - 3:31 pm Plotted By: STATION69 Drawing: I:`52532\PG\pg-park-L6.dwg FIA1151RE MESH LOCATE PHOTO SENSORAT KEYNOTES ID OF M05T NORTHERLY I WA L T: PENAL 7q #I -I W/ #17q - LL SLEEVE, !2 12 14 &ABLE ND OF 51-Did-ii. PROVIDE MOUNTED 41 �� � G N UIT AN LASHIN URINAL: NAL--WA #1"702, W/ #11c5-41 WALL SLEEVE, WALL MTI U15 x x8 LINTEL L011& TED RIM AT 17" AFF MAX., CONTROL5 AT 44" AFF MAX. - CMU AT DOOR HEAD Til LAVATORY: VURA -NARE #A55 / OPT VALVE #1-756 T. TRAP ENOL, o' ALL MOUNTED 5/5" THICK ALUM 516N— A 1 ,41 HAND DRYER: FA T-A I #HDO , WALL MOUNTED AT +V-4" T SET 111 MORTAR. INSTALL ILtu L I HT F I XTU E T OF NL �_ FLUSH. SEE ELV FO BOSE LT: OHLA LOCATIONS Q.. Q AU V SxSxIF CMU L16HT SERIES W/ IMU HAN Y LO EQUI M NT USE 69" STARTER COURSE FIXTURE HI-SECURITY K YIN PER FLAT HEAD MACH 5G WS p SYSTEM, BAR: BOBRICK # 6 O - MOUNTEDT " ABOVE FIN FL0 4 GONG. ANCHORS W/ STONE NEE® _ ROSETTES VANDAL PINS k) o BAR: BOBRICK # -4 UN AT ABOVE FIN FL @ EA. CORNER. 03 L DOOR 0PULL 7 TO I L T PAPER DISP: POLL DISPENSER FROM MF MF A5L I N I N U T I 5. ( 5) �-I qO aL< (n T GONG STONE STONE NOTE: a FLOOR SLAB VENEERY N WALL MOUNTED 151 DRINKIN& U11TA5 NAWHS MODEL #I I I q / 6700 MOUNTINC-PPLATE, RE5TROOM 51 GN5 A 4' < gol AVAILABLE FROM CITY F SLA H BIBB: W RO FRO L 4 L K Y W1 AG FL . II I—ROIIPEAR LOCATE UN LAY A5 Y GI IT 1 TO I L TCOMPARTMENT: AMG SOLID / HEAVY I"I MESH -- EBONY HA WA INCL CONTINUOUS H I N ATCOLOR STA 4552-50. AVAILABLE FROM MASTER MONIS LIF TIL " U LI " SLA L L CIALTIE5 (1001) q25-6240. INSTALL PER 1 1 CONCRETEOF TILE/ "CLIFFSi " COLOR, ANUF EG Il F0 C.M.U. 4( ' q. MANUFACTURER'S CERTIFICATE THAT ALL PIECES ARE FROM THESAME LOT NO. 11 FLOOR DRAIN W/ P PRIMER CITY I D NTI F I GATI ON SYMBOLS, MOUNTING LOCATION x A N TRIM VE HEIGHT. VARIATIONS IN COLA A PROHIBITED lc NFA GIA ( ) DO0 WAY5 LEA INC TO MEN'5 SANITARY FACILITIES SHALL BE NOTES IDENTIFIED Y AN EG?UILA ALT IANGL I/4" THICK WITH EDGES I. COORDINATE RESTROOM FIXTURES WITH MANUFACTURER 12" LONG ANDA X PO I NT I NG UPWARD. WOMEN'S SANITARY SUPPLIER 5a THAT ALL HA LIVE F 1 XTU 5 FAGlL{TEES SHALL BE IDENTIFIED Y A CIRCLE, I/4°' THICK AND 15 CORRECT AN COMPLETE FOR INSTALLATION F " IN DIAMETER, WITH A 1/4" THICK T IANGL SUPE I MPO5ED 011 _ THE CIRCLE AND WITHIN THE12" DIAMETER. THESE GEQME I G L i GHT FIXTURE _ x l 6 CMU F I XTU 5 YM QL5 SHALL E GEN ON THE DOORAT A HEIGHT OF '- " Sxax I b CMU AND THEE COLOR AND CONTRAST SHALL E DISTINCTLY DIFFERENT USE 6" STA COURSE 4 � AVID M NUFAGTU INSTALLATION FROM THE COLO AND CONTRAST OF THE DOOR. AS PER U.B.G. - _ 0 � - I "x24" 5 00M LITERATURE W/ GUT SHEETS ( SETS) F GI APPROVAL ;a to 51611 P GI la T INSTALLATION 1105.2.4. AL50 OV I D 516NA6E WITH RAISED LETTERS AND STONE VENEER w w F STANDA 5 ACCOMPANIED Y ILL IN CONFORMANCE WITH SECTION '� _ I' ( PFO ) 1105.2.4. O F ' - MF T CONIC STONEm STONE FLaO LA VENEER �y VENEER 1 ` 1 OCCUPANCY OUP SIVE CONSTRUCTION V-N FLOG AREA (' F) `74 OCCUPANT LOA O* it z;1' 1 c"S N A 7'"1 ACO H Em!N`7 O "R ELIE"Y""A71 Asuft law A Lo�N= 74 F/ F PER Iwo, TT SCALE: I I/2°' = I`-0'° II _ I II OCCUPANT (LOOKER ROOMS) 1 SCALE. 1/4 I 261_ 11 P G 100 5.2.2.2. 1 , EXCEPTION 7"X "x 1/ " 6ALV 5TL PLT. END AS SHOWN 4 5/8" M W/ {ILII I I_011 SHE EA SIDE ` OO t" 1I CMU WALL 5/4" 111 SLA STL TE III I ItINALL TYPES I I LATCH 2 I " CMU TO 7'm " FF L-5 > T MA +IRO'-(o /4"t L-7 L-7 2 " CMU T `-F" AFF UN ® _ __ 1..-7 1._7 I � _ (V WALL PE A ROVE 5 " CMU T W-10" AFF �- �- � -- G NGSOFFIT fV t�I 1 t-,41i AT 4 <Y &It CMU TO H I HT INDICATED STEEL GATE GA GMU. SLOP T TRO GONFa M T ROROF I TGH /5" HOLE �'_^I" LP7 61_0"" /41-011 �- 51-411P ETAILS IG/L-q AND 20/Li aNOTE: U P 015{ N CMU TH OU HOUT mopip h� O 4 49t !i 11 II 411 ((y' _ ®- ---- 4x A , ..A.P 4= tSl 4 xl/4 5TL - PLA r ` � _ U0 T _.�-_ rI (OLDUAK NUMBERS) WALL5, INT XT: #8QO-1 RO WHIT 5 MI® L I/2" MASONRY L z XPOSED/F I N I SH WOOD MATERIALS: #60 00 SOLI YL I C 1I ANCHOR & LAG ',., A , L�7 60 STAIN, COLOR #145 W ( P FOR 2) `'_ 4 _ 4 FLOORS: GONG SAL_ ALV 5TL _ AGK LAT �- 21-oil IfAl 4� W N MEN a 5 ABOVE 1-0 low (WO)m Towummomm (2Sm7A7E Lll',L�7C.0.,H SCALE: 5l" 1'-0"t 5GALE: 511 II_,OIt I I ua 4/ I0 ,:, CONIC SOFFIT60 } 1" O yrt` AT +11'--10 5/5" r 1 4 /L--IO I < CMU WALL 1 1/2''x5 1/2" 5TL ,�,, FRAME (D L 0 SIDES) 3,_411 5; PA T GE 4 ;- 3,_411 T5 1 1/2" X 5 1/2" 1/2" STEEL -: PIP 5PAG 7 KEY DEAD LT INKY ! BOLTNJ OX ( P FOR 5) INVERT MID-PIN -` �,. T MAS +11'- 1/411t �' T MA5 +11'- 1/4"t y vCITY DESCRIPTION OF REVISION DATE APPROVED: n I _ L- { EQUIPMENT cuc �_ [1 y Y I- II i- II CITY OF RANCHOCUCAMOINGA I Ir Ql 6O 014 tu �' Gt it 61x811 15'_411 t „ T5 11" x 211 aFLOOR PLAN ------- EXTERIOR ELEVATIONS FIN FL x x� 25 - mo i GATE AND SIGN DETAILS LIN OF 5/5" LT IN D HEA WEDGE ANCHOR L_S AAISTONEVENEER .� 1 NSG T _. -' 51/2 GATE 1-011 31"411 4'_81) 31-4f1 6'-6" CITYAPP a ENGINEER IDN E E R DATE: GATE .. M0 MO ����Q aReRCE. 24953 4" �--' 4`--0" MO ' -oil MO q'-�F" 161_8" y�� C3�,J, DESIGN PLAN PREPARED BY: RECOMMENDED ' No. -39 3 JRM JO MELCHER,AIA CHIT 26'-®" CALIFORNIA ARCHITECT LICENSE NO.C-3913 REN AL[LATE � DRAWN SHEET 3 APRIL 2005 BOX 1085 WDM RANCHO C P.O. AMONGA,GA 91701 (,.o7wA7*=` (00- A 7"=m H I N cAgwoop El" f=Lm 0 K Tmw Lm/ml%IN, ��a 5% A 2A � OF 50ALE: I I/2" = I'-O" SCALE: 511 � 1'-0" .948.8 77 FAX 909.948.8677 ®F CR�-`� CHECKED DRAWING N®. SG : 1/4" = I'- JRM DATE 04 OCT 2004 FILE Na ' r., i' BUTT AI= 5 -1/16 GDX PLYNOOD OVERH ATH I 5EE I G/L- FOP, NA I L I N I NATER CL05ET k _ 5xIO RE5ANN EXP BM LAVATORY 12 HANDDRYER: FA T-AI #HDO5, WALL MOUNTED T +5'-4" 1€3 CA I"x " TU I NG �4 T 4 G 5H ATH I N T TO F NOZZLE PICKETS @ " OG 2x I G •. W/ 2 1d ® A AFT U5 A A BOBRICK #6206-56 MOUNTED @ " ABOVE FIN FL -------------- 8x I O RE5ANN EXP BEAM ccs ' TOP OF LOGIA • ®-Wl _ N Pwa14L• �-N®_1twNwN®k4L_I L-Re-_•R_N®RsKL(—._K_w-,N4—®__x R —RMi®I8 �LN_—��—N w 8 t ►I—i I wI�I _w�'p 2 #4 aTOP W ®_RSw I ""Ls_K-r1==-1 1.R:qi=�i-w1►iI1 R.I®Il__I I�III1p K®''%wwiIII k6.IwIwP.4—pw4.RPr w 4%wxRAFTERS .R-wIIIIIII w .A � - R1'w-_►-1=�11 1I-�%1I=—T__1�wIrri1I= I1 I K IIII ,1_1IIII{IIIIII =iIIlI 11h=_1 1CI-1 I �-2#'4-6) "@ TOP SxfO SAWN 5" BOND BEAM (TYP) SEE ROOF FRAMINaEXP BM 4 VERT L 4 Ho I Z LANfLi (9) 1't-4" OC 21-01, Oc (TYP)I A 1"x2" TU 1N #4 HORIZ @ 2'-0" OG OGP10KETS @ a (T p) `� #4 VERT FORGMU SEE 1'-4" OG4rGONG FLOORSLAB TYP WALL TYPES, (SOLID O UI NTSEE FDN PLAN W' L--? ALL G LI- )DWG {A/L-F( P) #4 VERT @ 1"-4" 00 (TYP) V1 E3 (50LID G OUT ALL CELLS) NZ r/rA -i 11=1 -111=1 l 1=1 1=1 11=1 1 _ = IE =°—'" FNLAN'-6" IN LA-I = 11=11 1 ' — C )IIl Il 1— -�IA/L- 5A T"r "�-� '1 16 A 1 1/ "x 1/2" SEE 15/L-10 FOR SE FDN PLAN PERIMETER TUBINO MOUNTING DIMENSIONS W IA/L-8 (TYP) W/ 5 HORIZ MEMBERS SCALE: 1/411 11-O" ,am OWN IL I - -- SCALE: i/4" 26'-©rr L-rL-cl T. LA � dw ELEV 100. YL-q T. SLAB L acf.a !_Qr! '-0Pi44 SxIO EAM sL T. SLA ELEV T. LA T. SLA ELE\/ 100. AT 100.0 AT " PERIMETER. " _411 .-err L_� r „gPP IM TVE 5L b MAX OF 2MAX ASHOWN T AS SHOWN TO I EXTERIOR L-� L- L-<qT. LA ELEV T. 5LAL V 100.0 AT 100.0 AT` ER. IMT P iMILOP % MAX ( � IPiP I SLOP 2% MA T FLOOR _6 I T FLOOR AIN G L- '-o" TR LA T. LA LEV aaAE ELEV . N el L-cl AT FLOOR = SIM AT FLOOR DRAIN DRAIN uj SL F SL IO IDG u 2'-011 50 _ 2' arr '-oil t P -a4'I 1-011 I 1-411 N r55 2�5 r2 f 3Y5 5 T. SLA ELEV 100.0 '-4" �15 4" GONG FLOG SLA W/ I x6-WI.4xNI.4 WWM AT MID-SL L- - L � T. 5L A OVER_ _2 —SAN F--ILi-5L-!"Of lP-V-E- 6--M-I-L-- _ e. . It . POLY TH L N FILM OVERPREPARED I I ,P ILEV { 0 81.811 _j III RANCHO RVDESCRIPTION OF REVISION DATEAPPOED: SxIO BEAM CITY OFCUCAMON A U rl LIN F r5 A L-A STONEVENEER0 VICTORIA ARBORS I � -102 61-011 / f 41-511 G51-411 81-811 FOUNDATION PLAN Mo MO FRAMING PLAN SECTIONS 261-0" APPROVED Y: DATE: CITY ENGINEER RCE: 24953AR'D DESIGN PLAN PREPARED BY: RECOMMENDED No.C 3 13 JRM J L IA CHIT RE L DATDRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET PRIG 2005 P.O.SOX 1085 WDM RANCHO CUCAMONGA,CA 91701 OF jj r"KAM" I NCA'0;7 2AF 909.98.8777 FAX 90948.8677 CHECKED DRAWING . - SGAL : 1/4" I 0 5G : 1/4� I�_ � JRM 04 OCT 2004 FILE Na--I = A71 N I4 I 0 1A DATE o 0 .r 7/1 G X PLYNOOD OVERH ATHIN SIMP50N N H /4" Oa EDICSIE5 a FL),NOODI AH M IMP ON N H G a 2 5/411 OG FIELD o PLYWOOD DIAPHRAC7M 5T(6224 a EA RAFTER SIMP50N N H G o 1'-0" OC BOUNDARY (1 6) I (2) ROIi (AT 4x8 EDi RAFTER 4 5x BLKi (4) NAILS EA RON T. M +14'-I /4"t I6d SINKS N @ 6" OC AT 5LKG 4x SHAPED BLKG TOP OF MASONRY 5x BLKG, CENTERED Y4ALL NHERE 00r-,UR5 5x5, TREATED A55 a I'-&" OC � � �, �� CONO TIL SIMPSON H5,A -- T46 5HEATHIN6 a EA RAFTER H Az HSA5A -` LINE OF RAFTER 50f-:FIT. �-- � `~ - 1 d SINKER a4" C (5N) NO FULL-WIDTH 040 0 21 - x LKCENTERED I 5MOUTH ,4T 4x80005 (5) ! d EA 51DE 4x8 PLATE OF 4x NAIL o I'-&11OC l COUNTERSINK FORI I I I (4) I TH U H .J I CONNECTOR TO BM H ANCHOR BOLTS (2) #4 HQ I Z T. MA5 +15'-0 1/4"t IO RID&E T. M '® `I " AEN NTI- N IN IP SEE FLOOR PLAaN FOR T. MASS ELEV 5" CMU LL LIN OF F SOFFIT I"•I� ' `~ RAFTER FF I T 24 11 6ALV STL N FULL-W I TSI FLAT I N 5/6110 11 1'-0" A5 - - x5x6 CMU COLUMN I M UTH T x @ 2`_®" OC SEE I A /L-1 vE GC HEM EVC #4 VERT@ I'_ " QC 8XIO M 2x5 TRIM BOOSTER CENTERED ( ) 4 HORIZ 2xI0 FASGfA #4 HO I Z @ a" CMU '-O"' OG # VERT I'-4" G -- 4x RAFTER, BIRD5MOUTH5 AT RIV6E CENTERED It N v �NALL SCALE: I" I'°- GAEL I" a 1'-0" n .- SCALE: I - 1'-0" --- BATTEN N GONG TILS GONG TILS TWO ROYiS I6d SINKS a 6" OG x5 TREATED NAILER; NO Y A� K UNDERLAtYMENT UNDE A�YMENT I6d INKER x5 RAFTERS 0 1_ " G 1 r_4" 1'_411 AtNT I-PON I NG STRIP Ca 6" OG 2x SHEATH I NG 2X4 CONT 7/16 C X LYW 2xIO FASCIA ---- BATTEN STAERED ( ) I6d SINKER OVER 2x SHEATHINI574x8 RAFTER LK I'- C AT A< FTS RAKE TIL N N N xN TRIM.kv 2x8 N x IM. 2x 1M LI ., .. A�LI N LOYeR G 2 AL A�LV 5TL BOOSTERx FLAtSH I NG COQ ASV ' r�tT EAVE X N I6d @ I " O a I6d @ 11_411 CC I ffam%l UNDE A�YMENT _ x1O FAQ IA 2xl FAti GIAr " OVER Epi i 11-011 0RAFTER {� HEM E _ ` 2x6 I M (2) #4 H I ------ x TRIM. ASL I N 71 _ ,► x8 TRIM/ BOOSTERL GE W/ 2x TO FIT i x6 I M ® JAM I 2x8 BOOSTER a EAVE (RIP FO x14) BEYOND I° IO"t T-6xI0 AtM x I Q FASCIA 2x I O FASCIA CMU WALL BEYOND — E 8" CMU NALL BACKER ROD 4 I/5" x I" FLAN PLATE. 5A►WUT TOP TO SEALANT ELEVATION WELD FLAT PLATE 1 1/2" DIAMOND MATCH ROOF PITCH O 11 WI ME TO r INTERMEDIATECRIMPED 58 (p x D / 1'_O'" A L 1 1/2" x 1 1/21t a " OG. I NO 10 W4M &AUi #4 HORIZ @ @ 21-01, OG MITER CORNERS AND i NIRE MESH 2'-O"' QG .01 #4 VERT a 1'-4" 1 W L L 1 1/211 x 1 1/2" x 1/4" CENTERED x(b TRIM FRAME.M . I CORNERS L . CONNECT TO 5x /8114) AB @ 2'-0 TRIM W/ /5110 LAS AaT 51 LL JAMBS BOLTS @ 1 C "EA\/'f"m" 71 LE 4 5 1 71L 0;3)E 3 A 1 -` �2=� R A<= I E:3% n n " n " a r1 SCALE: 1 1/ - 1'-0 SCALE: 1 1/21r - I -O SCALE;: I •.- 1'-0" C,4L : 1" = 1'-0" #4 DONELS #4 VoYiELSI @ 11-4f1 OC VERT @ 11-411 00 VERT m TYPICAL " MASONRY USE (2) @ CORN51 :. TYPICALMASONRY USE ( ) CORNERS, ;t SEE +°�/L-c W LREINFORCED W/ LL , AND WALL REINFORCED W/ WALL ENDS, AND FOR ADDITIONAL #4 @ 11-411 OG T DOORJAM155 11-011 #4 @ 1'-4" 00 VERT DOOR JA 5 '1 NOTES #4 a 21-011 QG HO I Z #4 ca t1 OC HORIZ I CMU, G U F kNALLMF ( ( ) #5 VERT AT 5x5x1 CMU ( ( ) # V T AT SOLI 4" CONC FLOG SLA , CORNERS, LL ENDS, CORNERS, kXALL ENDS, W/ 6x6-W1.4xW1. WW STONE I NFORC I N STONEAND DOORJAM 5 G OU SOLI N O JA �- V N AND CMU VENEER 5 2A</L-� ) �- I ) 4t1 NG FLOG SLAT AT MI -5LA� O 2" WAr I NSCOT WHERE OCCURWAS I NSC T "` I SAND FILL O FOR ANDD 1 TI ONAtL # HORRI Z CONT _E _. # HO I G NT MIL POLYETHYLENE •r SEE r4/L-'� 6x6-Wl.4xWI.4 M AT MID-SLAB OVER AT G NOTE: MIN DIMENSIONS NO 5 MFD I FOR ADDITIONAL MEMBRANE OVER NOTES SAND FILL OVER 6 PREPARED 5U E ARE AT LOCATIONS STONE VENEERcy I :q MIL LYETHYLENE WH CMU OCCURS WAINSCOT WH MEMBRANE OVER A50VE AND loll LL VARY OCCURS 5x6x 1 CMU x(Ox 16 CMU PREPARED SU G A #4 DOYii ATFRONT EN ,ONCESTA COURSE STARTER COURSE 0) OC CITY FIN I DESCRIPTION OF REVISION DATE APPROVED: � WHE OCCURS x x x x x x--, - x-- —x x x x x x , = x x x x x x x--- _ z x x x x x x x-- I o x x x x x x-- --x x x-- x J.. _` CITY OF R A�CN CEJ CAIS CA - —I -III ` �j— _ -ITT (2) #5 CONT - _T I I I 1 I I 1I I 11 1 11 I I1 I I I I ' —11 ( ) CONTI TOP I- iI =i1 I iI= =�I - I I-i=I I T M( � � Y I= VICTORIA ARBORS I1 1 1- DETAILS ( ) = I CONT -IIISI I!I I I I11 „ I m BOTTOM � __j_ iI II I, 1111-41100 5E PLAN TAIL - I I SE—' L ,NHOOF5 @ ALTERNATE ( ) # GQNT TOP BOTTOM 5E PLAN AT STONE _ - APPROVED 8Y DATE.V NEE H CITY ENGINEER RC24953 � ; SEE PLAN 000UP15 ,, DESIGN PLAN PREPARED BY: RECOMMENDED L SEE PLAN 1 '�No 13 � JRM JOHN L ,AIA ARCHITECT wAL®ATS DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET o c0 f-, APRiL 200 RANCHO CUOCAMONGA,CA 91701 �' �� WDM OF , I*-of )T I N INT IT I N 2"N A F®F �,F 909.948.8777 FAX 909.948.8677 � " w "_ A" , it r !_ "" 1" -- 1_=5 A 4A ►1 I1 �, 1_ 11:3 A i1 ' it CA CHECKED DRAWING NO. ... SCALE: 5/4 I O SCALE: 5/4 I O SCALE: 5/4 ► 50AL . 5/4 - 1 SCALE; /4 - I - JRM DATE 04 OCT 2004 FILE No IN0 #4 @ E N E A� L N 0 T or, #4 I1_411 ae 6ENERAL CONCRETE L CK MA5ONRY NAILIN 2-#5 iron, 1 . MATER IAL AND W0 KMAN HI CONFORM TO UBC,,, 1 Clcll 1 CONCRETE BLOCK: A N UNITS. 1 . NAILING LISTED BELON IS APPLICABLE THROUGHOUT EDITION, CALIFORNIA BUILDING , 2001 EDITION. SEE PRANINGSFOR TYPE, PAN, AND JOINT PROJECT UNLE55 INDICATED OR NOTED OTH WI 2-#5 -#5DETAILS. G.M.U. o G.M.U. . NO AN TAIL. N WIN TAKEC NAILS: OX O COMMON T NAIL U5 COMMON GROUT SOLID cy G LID ON THESEGENERAL NOTES. 2. MORTAR: HIRE NAII-5 WH NA I L I N6 15 SHOWN IN ALL CELLS ' ' ALL CELLS ,�. CONN GT I ON DETAILS. ALONG SPAN ALONG AN 5,. V I ALLDIMENSIONS AN SITE CONDITIONS 1 PART PORTLAND CEMENT OF LINTEL OF LI B0=0RE STARTIN6 NO K. NOTIFY A CHH I GT Of= 4 PARTS SAND 5. NAILIN6 SCHEDULE 2-#3 2- ANY I G 'AN Y, 1 /4 MIN. TO 1 /2 MAX. PAR7 -HYD 1,> L.I ME JOISTS 0 5 AT ALL LINTEL LI ``° 4. LOCATE ALL EXISTING UTILITIES, NHETHER OR NOT 5. GROUT: A I N T NAILS EACH I BLOCK BLOCK MOWN H ON, AN GT THEM M AMA 1/2 LTHROUGHOUT CONSTRUCT N PERIOD. IN THE EVENT 1 PART PORTLAND CEMENT BLOCKING BETHEEN JOISTS O DO NOT SPLICE CHORD REINF. IN THI5 AREA OF DAMAGE, REPAIR OR REPLACEAMA K AT 5 PARTSN A T HOOK END IN1/4 L N EXPENSET OWN PAT A GRAVEL O JOISTS O RAFTERS, LI 15 L -____. q UFF I G I T TO ALLOW OUT TO TO NA I L EACH I D EACH ND -- I OD I N, ADEQUACY, N. SAF CST I ON 2- THAN °-O" 7 BRACING, SHORING, I S O U :; TC H=LQW INT L JOINTS. TOETO JNAILS OR RAFTER A BEARINGS, H ID - 1O I THELRESPONSIBILITYOF THECONTRACTOR,, 4. CLEAN CONCRETE U FAC OF ALL LAITANCE AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. PRIOR TO SETTING OF BLOCK5. I VE BLOCK I NG PLOY ALL MEA5URE5 NECE55ARY TO MAINTAIN THE AF TO BLOCK AND BLOCK #4 @ 16"O.C. STABILITY OF THE UCTU THROUGHOUT 5 . MAINTAIN V TI ALIGNMENT OF CELLS AS TO CONTINUOUS NAILER 2 - 1 U.N.O. --- CONSTRUCTION PERIOD. U I D TO PROVIDE A MINIMUM UN055TRUCTED GROUT SOLID CORE OF 511X511 . PLYNOOP NAILING: SEE DETAILS AND/0SCHEDULE' 'CELLS A T-WO K AND FOUNDATIONREQUIREMENTS GROUT CELLS.SPAN .-. / 5 OF LI ,°, G OUT ALL CELLS CONTA I N I NG REINFORCING, ROOFING 2-#5 1 . A55UMED 50IL 5EARING PRE55URE (55P) = 1 , 0O ANCHORS, OR INSERTS. C.M.U. 21-0" 8" N T F. IF A T OF A SOILS INV T I AT I ON STIRRUP IS AVAILABLE, ITS RECOMMENDEDUP 5 D 1 . INSTALL TTL IN ACCORDANCE W T TM THE V - MANUFACTURER' S HIGH WIND SPECIFICATIONS THE A55UMED SBP. MAINTAIN ANY SUCH REPORT AT 1'- " OC \/EIRTICALLY AT LOCATIONS THAT RECEIVE STONE 2-#5 U.N.O. THE OJ CT SITE AND COMPLY WITH ITS VENEER YiAINSCOT. 2. I N TALL TILE OVER "7/1611 LYW00 AND LI QUI HENT . onNIN 2x OLID SHEATHING W/ 1x2 BATTENS BLOCK MANUFACTURED TON V NEER 4d (4"MINS 2. F I LL: IF NO REPORT OF A SOILS INVEBTI6ATION IS 5. ANCHOR AV TILES W I TH-H HURRICANE CLIPS �A � 2- AVAILABLE, O TA I N VERIFICATION OF 1. IAL; EXTERIOR DH N UNITS MANUFACTURED NE7-=HCOMPETENCY OF THE U PO TING FOUNDATION SOILS BY ELDORADO STONE LLC, SAN MARCOS, CALIFORNIA 4. NAIL ALL F I L TILES 6 1 p ALTERNATE ELENATI ON FROM A RE&ISTEREV CIVIL OGEOTECHNICAL N 1 NEER APPROVED Y AGENCY HAV I N . PATTERN, COLOR: CASCADE USTI G LEDGE WITH MATCHING HIP, RIDGE, AND RAKE TILS IN MORTAR TYPICAL MA5QN Y LINTEL TYPICAL LINTEL REINF. JURISDICTION OVER THE PROJECT PRIOR TO INAIN500T SILL. OR APPROVED ROOFER' S MASTIC FOUNDATION XG NATION. D = DIAM OF (MINIMUM) 12 MIN. 2-#5 U.N.O. 5. APPLICATION: A LY DIRECTLY OVERCLEAN, Y CMU WALL , G. ANCHORK TILS WITH A MINIMUM OF 2 d = BAR DIAMETERT INF 2- U.N.O. @ 811 O.G. 5. SIGN 15 A5 ON T FOLLO?4IN VALU S: NITH UT LATH, USING TYPE M P CEMENT MO T NAILS D = bd FOR#2 TO#8 INCLUSIVE 1/2" TO /4" TH I CHC, INCORPORATINC7 TIES IN THE WORK D = 8d F #q,10, t 11 ALLOYiA51-E 5EARIN6PRE55URE = 1,500 P F AS IT PRO67RE55E5. D = lad FOR#14 4 18 HOOKS, AND BEND5 _ 4. FILL: CLEAN, NON- XPAN5IV MATERIAL F LUMBER ORGANICS; PLACE UNDER CONTROLLED COMPACTION UNLESS N DOTH IS 1 . LUMBER: DOUGLAS FI OF THEFOLLONIN6 GRAPES HORIZ REINF TIES G.M.U. UNLE55 NOTED OTHERNISE. MAXIMUM MOISTURE GLASS SPLICE PLAN G.M.u. SAME SPACING PLAN LVERT 50LID EXCAVATEF I M, UNDISTURBED NATURAL OIL CONTENT: 16% F COW. A5 HORIZ. INF. INP FOR FOOTINGS, O IN NG I N D G0 AC D FILL TYPICAL JAM TY (GAL PI IF SUCH FILL IS DETERMINEDTO EU I D. P T I V z E USE MEMBERS JOISTS AND RAFTERS 48 D FOR Mk5ONRf 6. DIRECT ROOF AN AREA RUNOFF ANDA A A I NA 2 X TQ 4 X 4 INCLUSIVE No. 2 4p 2'-O"MIN. AWAY FROM UIL I NG IN ALL DIRECTION5. 2 X & TO 5 X 16 INCLU51VE NO. 2 LA SPL I C 5 Ix3 3/4" GONG.SLAB ON G I NFORC I NGL U5 MEMBERS I N6 STEEL EA STOP REINF.AT.JOINT "t"SLAB THICKNESS 4 X NO. 11 . COMPLY WITH-H AS A 1 , GAD AS FOLLOWS: X O LA NO. 1 INF GEM NT LA LIC 5 IN INCH 5POSTS AND MULLIONS -X x x x X--X- AND SMALLER ASTM GRADE 40 4 X 4 AND SMALLER N . 1 BAR 51ZE 4 5 6 1 8 q 10 II ® #6 AND LARGER ASTM GRADE 60 4 X & AND LARGER No. 1 co m G G G G 6"x6" IOGA/IOGA X 6 A LARGE NO. I GRP CENTERED UNLESS NOTED OTH I Fe.PSI 40 60 40 60 60 60 60 60 IN SLAB. MISCELLANEOUSLU MBER GL 5 12 17 21 27 7 48 61 18 qb TOP I'-b" (`-6" '�. U LOW HYD OG N W LD I N RADS F0 ALL LD I N LOCK I NG, 1^U I N , T N � A 2500 12 12 15 Iq 26 3 44 68 BARS BARS OF I NFORG I NC A 5. DO NOT LD # LAR A DECK I N6 AND EATH I N NOTE X, 5X, 4X COMM' L. D X. CLA552a la 22 21 46 63 101 124 TOP$ CONSTRUCTION JOINT @ 301-0"O.G.MAX 5. LAP SPL I G S A CONTINUOUS BARS, TYPICAL LL B 12 16 20 225 34 45 51 15 88 50170M BARS REINFORCING, AND VERTICAL COLUMN REINFORCING: 2. COMPLY WITH GRAVING A PRE55ING RULES #16 i 0 BA DIAMETERS MINIMUM LA IN MASONRY, AND OF THENEST COAST LUM M N' ASSOCIATION. GLASS 2 O Iq 2q 36 6 62 104 132 163 T A DIAMETERS MINIMUM LA IN CONCRETE. G f4 20126135 45 '14 116 TTOM BA5. USE PRESSURE AT D DOUGLAS FIR AT ALL 5 GUT JOINT @ 1/8" CONC.5 ON GRADE 4. LIGREINFORCING ONLY A HOWN 0 NOTED. LOCAT I ON5 A I N ON CONCRETE O M ON I NOTES: 15'-0"-201-0110.0. O TA I N ARCHI CT' APPROVAL PRIOR TO MAK I N L 55 THAN 4' -0" A VE . BUT i. TIDAL REINFORCING 5H CLASS "G" P T BARS, NO THAN 40 DIMAX &Q "t115 THICKSPLICES AT OTHER LOCATIONS. 2. HORIZONTAL REINFORCING CLASS "B"A5 P OMB , Ilk 4. STRUCTURAL PLYWOOD: 1 ct"11 PLYWOOD D S T N BUT NO LESS THAN 40 DIAMETE . STA66ER LAPS. 5. SPLICES IN ADJACENT HORIZONTAL HALL 5FECIFICATION, 4 LATEST AMM DM NT --x x x X-X-Xt x x REINFORCING BARS: 4' -0" MINIMUM UNL S NOTED OTHERNISE. 5. DO NOT OUT 5TRUCTURAL MEMBERS FOR PIPES, ETC. PULL HEIGHT UNLESS INDICATED NQ OH ISE. 6"xb" iOGA/lOGA NOTE: QN I D O L IN F00T I NGS AND/OR RAD M5 CENTERED DO NOT U5E PRE MOLDED THE SAME SIZEAND NUMBER AS V T I CAL HALL OR 6. I N TALL 5x SOLID BLOCKING BETHEEN JO I T O E06E OF IN SLAB. 5TRIPS TO FORM COLUMN REINFORCING, W I TH-H MINIMUM P QJ CT I ON RAFTERS AT ALL SU O S. IAO3" MAS 31, 01EAKENED PLANE JOINTS EQUAL TO STANDARD LAP SPL I C UNLESS NOTED - 2- OHpH I S T O L TO ALIGN PROPERLY W I TH-H 7. O HOLES F BOLTS 1 /52" TO 1116" LARGER JOINTIfiNEAKENED PL NE CORRESPONDING CORES IN HALLS. THAN NOMINAL BOLT DIAMETER. o 4cit " 2-#5 T' I " 7SECURE ALLREINFORCING, INFO CING , AN CHO BOLTS, A N a. OVI ALL BOLTS LT5 11 EA IN6 O N HOOD W ITH 2"' 101-0" OTHER INS T5 IN PLACEPRIOR TO PLACINGWA5H S UNDERHEAP AND/ NUT. S C H UL . HO ARS 21-011 CONCRETEO GROUTING MASONRY. EDGE OF MA6. 15 ' S TAN 2'-0 -6"MIN TT H N ALL BOLTS PRIOR TO APPLICATION F FROM I FL5. OVID THE FOLLOWIN MINIMUM CLEARANCES NCS PLYWOOD, TC. BACKIL LINE T N INFO CING 5 EL AND ADJAC NT MATERIAL; 10. U SIMPSON "00111C 11 1 © ° G HALF BASE" 2- SL 2 LARGER THAN CONNECTORS AT BASES AND GAPS OF ALL POSTS PI ICAL) LOW D (UNFORMED) " GLA UNLESS INDICATEDOTH 15 . a LOW (FORMED) CLEAR - DO 5. WALL i " GLA 11 . CONNECTING HARPHARE, JOIST HANGERS, TI MA N ® STRAPS, TG. SIMPSON ST ON6 TI UNLESS INHERE OPENING cH. OBTAIN ARCHITECT' S APP OVAL IO To I ND I CATED O NO D OTH I . LI UP. NDIN LAG INFO GIN BARS.DOOR OPENIN& NALL OR SLAB NO PI ALLO D v IN THIS PORTION I OF FOOTING 10. PROVIDEMINIMUM LAREINFORCEMENTA -OWN. CITY 1r,1 = 1 DESCRIPTION OF REVISION DATE APPROVED: . CONCRETE LAQND �, FOR EMBEDMENT OF CITY N A� CUCAm OT ISE NOTED. 2 31-0"MAX. 5 1 . MIX: 000 I DAY - - MASONRY FTG. THAT NO EXCAVATION I" MIN EMBEDMENT I PILL D NOICTORIA ARBORS T NT5lZE EMBEDMEO THE EXCEED51-01, L FINISH: L I HT 0O =I N I SH UN0 cn 'IVA .IA/F I" UTA UN 1/2114) 4 GENERAL NOTES LT IN MASaN Y CURING: CU COMPLETED NG LA FOR } ,41 - 5/a 110 42 � STANDARD DETAILS ii11 CONCRETE FILL 5 WIDTH PLASTIC MEMBRANE. IF FA IC IS USED, F MOIST 5/4 FOOTING AND PULL WIDTH Or- AT ALL TIMES DURING, U I N .- .' MACHINE BOLT (M5) / GH(TRENCH WIDTH = PI SLEEVE O ANCHOR BOLT (A ) + II-6 MIND PLACE FILL BEFORE FOOTING 15 PLACED d GONG O MASONRY I11 X11 APPROVED BY: NOTE: CITY ENGINEER ROTE. .,-. FOR PIPES MORE THAN 3'-0"BELOW BOTTOM OF FOOTING,TRENCH MAY BE 4 ��S�p AR��i E. 24953 QBACKFILLED WITH CONTROLLED,COMPACTED FILL.,9L. t DESIGN PLAN PREPARED BY: RECOMMENDED No.c- 13 JRM JOHN MELCHER,AIA e ARCHITECT CALIFORNIA ARCHITECT LICENSE NO.C-3913 RE AL DATE �'r DRAWN SHEET 4-dNONO% � 3 ARRIL 2ao5 �� ®� RANCHO CUP.C.BOX 1086 CAMONGA,CA 91701soon 7 AN'"Lo/w"'A Ro"*1 1.-Do J Zo/w`E 7 Af OF 909. .8777 FAX 909.948.8677 NO SAL L 5 C-7=N=KAL NL.)7=t) I AOF CAS-, CHECKED DRAWING NO. I N CALL-10A JRM DATE 04 OCT 2004 FILE NO 0 ):211 II 8x 1 O mJd6GJ —T SPLICE AT CENTER OF CCOB AS O' (SPL I GES REOU I - CAULK TH OUCH BOLTS) GCOS m _ _ TOIL T APE #4 HORIZ 36° —4" GONG SOFFIT #4 VERT NATER CLOSET @ 11-411 OC #4 HORIZ CENTERED ( ) #5 3 " GL @ LINTEL o11 T. MASONRY '-h" AT INKING ELON I + FOUNTA I N ry +11'-I0" AT Y40MEN i CONC SOFFIT( _ 77 +8'- 3/ " AT INKING FOUNTAIN WOMEN POOURINAL OPEN I NG — WI5"MIN INHERE tV � I�_,¢�� OC 17" MINOCCU S �! 21-011 6 MIN LEVER 11-411 _ FAUCETS CLEARANCE ti i Z IN LA 2- HOT WA 4 " IN � m N IN PIP MAX " MIN PRINKIN6 FOUNTAIN Am C000 U N Looe Coolol"'r—t— I T L I "N'T E L A C 5 5 1 E03LE"m F I T U M T c 7 l - - SCALE: 1" 1'-0" SCALE: 111 - II-O!t E 3 SCALE: 1/4" - I1- II Lj a ALTERNATE #4 V T (P FE ) # TIE5— CONDITION @ (011 OG k IN/ VERT #4 CMU ABOVE IN BED IN A JAC NT SOFFIT JOINT CELL ---GCO ---- NN I N OND THROUGHOUT WALL EXTEND VERT GENF FULL HT OF INALL I E S' S�,L BOTTOM VIED NOTE: AT LOCATIONS INHERE Z .................-1 ---------------------- IN N CELL WALL 1 r TH OUCH OLTINC IS NOT POSSIBLE, CENTERED (AT W M N ONLY) + + SIMPSON GCOS USE (4) 3/4"0 x 7" LAC 50REINS {N CELLZ#4 VERT N # HOOPS ® " OC IN JOINT c'Q -4 OG `'`' EAMF F I---- 8X8X I Cb, OUSOLID, ----------- #4 HORIZ UNNIN BOND. I + + SIMP ON CCOB REINFORCIN6I " NALL DESCRIPTION OF REVISION DATE CITY O O2) APPROVED: + + CAULK P T5 BELON R106F. #5 HOOP NN I NG N clic CITY OF RANCHO CUCAMONGA (0 RUcn LIMIT OF ASON YX X CMU TH U H UT LL — ( ) #4 VERT ® IA ARBORS ' ,�' (2) # AT BUIL NG CORNERS #2 TIE @ 6" OG I N JOINT (2) #S VERT (9) WALL N S/I c4 ADETAILS r ; ( 3/I Ae1 ( ) #2 TI AT TO #2 HOOPS a 8" OCIN BED JOINTS CD C ) # A ETG XTEND V T NF FULL HT OF WALLORNERS Sx8xI6 OU SOLID,SIM SON GG CMU C OUTER ,} RUNNIN& BOND. __j #4 VERT CENTERED Cl J / °° 11 11-411 Oc 21/411 M 2 I/4 MAX t @V`/ APPROVED BY: DATEa " 3 I/13" MIN #4 HORIZ a 2'—O" OC CITY ENGINEER RCE: 24953 1 cn HOOK N MIN G MF c- BOTTOM VIEY4 I v��, < G� DESIGN PLAN PREPARED BY: RECOMMENDED CD INALL BELON RIDGE UIA I AT INALL EN05 c I A3 A13OVE " o,c- 973 JRM JOHN MELCHER,AIA ARCHITECT fr RE A�DATE DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET c- APRIL 2005 P.O.BOX 1085 CD '" �' WDM RANCHO CUCAMONGA,CA 91701 OF coop cwo�(.w LI)(.�O?4A 44000 '00m E`5 AAom% �N/ H -#wft "'mk*mom*, I Im)L U Ma 1'No 5 I A CAG CHECKED DRAWING N0. Z01 3-E.- M'b Co 0 OF �F 909.948.8777 FAX 909,948.8677 N5TALL t 41 I - E SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2 = I1-O SCALE: 1I - It-0i t JRMPATE 04 OCT 2004 FILE NO 0 r-, s [�A.P.- BY OTHERS CONSTRUCTION NOTES 0 CONSTRUCTION LEGENDS 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB CONTRACTORS AS 12 54 0 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. PARK MONUMENT SIGNAGE.SEE DETAIL A,SHEET L-14. 14 BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE ACCESSIBILITY RAMP PER CITY STANDARD DETAIL.SEE CIVIL ENGINEER'S PLANS. 41 W911 32 FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. NEW ASPHALT PARKING LOT PER CIVIL ENGINEER'S PLANS,SHEET L-3. 9 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT PAINTED WHITE PARKING DOUBLE STRIPES PER ENGINEERS LAYOUT PLANS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR CHANGES AND SHARP TRANSITIONS. (D 12 1 TO EXCAVATION OF FOOTINGS. PAINT 3'-0"SQUARE INTERN"ITIONAL HANDICAP SYMBOL. SYMBOL SHALL BE WHITE,BACKGROUND SHALL BE BLUE. (D PER CIVIL ENGINEERS PLANS. 10. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL STRIPES SHALL BE 31 0/c AT 450 AS SHOWN. 47 ,1, - 0'*� .", 0 11 It .�L A., 13 THAT PHASE OF WORK. BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO POURING(GIVE A STRIPES SHALL BE 3"WIDE PER CIVIL ENGINEER'S PLANS. 41 MINIMUM OF 48 HOURS NOTICE). INSTALL HANDICAP AND VAN ACCESSIBLE PARKING SIGNAGE PER DETAIL B,SHEET L-14. 11. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE W* 11 %�- U PLACE 1 SIGN AT EACH H/C SPACE AT BACK OF WALK AS SHOWN. 44 0 4. FOR SITE GRADING,SEE CIVIL ENGINEERS GRADING PLAN. DESIGN ELEVATION SHALL TAKE PRECEDENCE. HANDICAP PARKING SIGNAGE TO BE PLACED AT ENTRY TO PARKING LOT PER DETAIL 1,SHEET L-17. 15 46 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 12. ALL PARKWAY WALK DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. .911.Ae IF CONCRETE WHEELSTOP.PER DETAIL C,SHEET L-14. UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 13. ALL CONCRETE THICKNESS'PER SOILS ENGINEER'S REPORT.ALL VEHICULAR TRAVELLED CONCRETE REMOVABLE BOLLARD.MODEL NO.BOLNL-405-RB.-BLACK.AVAILABLE THROUGH SOUTH COAST 40" -1739. PER DETAIL D,SHEET L-14. PHONE NO.(949)367 P. .1 ,,'11, (D TO BE 6"MINIMUM. 6 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS I SCORELINES @ 8'-0"O.C.MAX.LOCATIONS PER PLAN,PER DETAIL E,SHEET L-1 4. REQUIRED. REFER TO IRRIGATION PLANS. 14. SCORELINES AS SHOWN ON PLAN WITH 20'MAXIMUM DISTANCE ALTERNATE WITH EXPANSION JOINT SPACING AT 20'O.C.MAX.ALL CONCRETE WALKS AGAINST ANY BUILDING STRUCTURE,CURBS, 1/4"THICK FULL DEPTH POLY FOAM EXPANSION JOINT WITH THIOKOL BEAD @ 20'-0"O.C.MAX.PER DETAIL E,SHEET L -14. Of TOOO CONCRETE BANDS AND WALLS SHALL HAVE EXPANSION JOINTS IN BETWEEN.CONTROL JOINTS FOR "OG MAX -0 NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS @,9' SEE CFD PLANS BY CURBS AT 8'MAX.DISTRIBUTE EVENLY. -14. PER DETAILS E&F,SHEET L OTHERS FOR THIS AREA. PA! A. 10 5"THICK MIN.,NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. -14. 32 44 PER DETAILS E&F,SHEET L V"' 4p, it yj-'�5 'o xi"e PA 4 ,X" NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH 12"WIDE SMOOTH t�'�0 SIDEWALK PER CIVIL ENGINEER'S STREET 0 TROWELLED ACCENT BANDS&DEEP SCORE JOINTS @ 4'-0"O.C,MAX.PER DETAILS E&F,SHEET L-14. ELATION 12 IMPROVEM et _'_ \ I '��v ENT PLANS.-N.I.C. HEADER LOCATION IN R A 7 m==rWALK AY PLANTER ENLARGEMENT P.A. ? � TO BOTTOM OF SLOPE 15 SEE DETAIL E,SHEET L-13. 60MM THICK ANGELUS ANTIQUE COBBLE CONCRETE PAVERS.COLORS TO BE CHARCOAL AND GREY BLEND. 44 Ar, STANDARD TEXTURE.AVAILABLE FROM ANGELUS INDUSTRIES.PHONE NO.(909)328-9115.SEE DETAIL G,SHEET L-14. pf 30 T 19� i 1� 11 r-1.1 � \ X NXN 12 N-T kxxx'%1 x %I-& _.. - 23 01= OF?K 6"WIDE CONCRETE MOW CURB PER DETAIL H,SHEET L-14. 1 lo J, XV, LZ_1�17 I, zr/'Jllinlk� - � ':1z" I'll' �47 4:N - TRASH ENCLOSURE WITH PUMP IRRIGROOM(wl GRAVEL BASE)w/WOOD OVERHEAD.SEE DETAILS 1,J,K&L,SHEET L-14. �77 15 PA./ +* ""y BASKETBALL COURT.SEE ENLARGEMENT DETAIL C,SHEET L-13. 30 15 co 18"HIGH SLUMP BLOCK GARDEN SEATWALL. SEE DETAIL M,SHEET L-14. 7 ------ AQ '% f_- I "o ­= -� - TOT LOT PLAY EQUIPMENT FOR 2-5 YEAR OLDS.V)UOTE#27613Al)BY LANDSCAPE STRUCTURES- -- ---- TAIL A SHEET L-13. R& AVAILABLE FROM COAST REC.-949/553-8067.SE ENLARGEMENIDE 0 \PA. N Z_e9l 50�401 TOT LOT PLAY EQUIPMENT FOR 5-12 YEAR OLDS.@OTE#27613A%BY LANDSCAPE STRUCTURES- 4 _4;�; +36 194- r -8067. SE ENLARGEMENT IFFAILA SHEET L-13. AVAILABLE FROM COAST REC.-949/553 -+12 15 04U % PLAYBOUND"POURED-IN-PLACE RUBBER PLAY SURFACE. AVAILABLE FROM: COAST RECREATION- NA.P. P.A. PERIMETER WALL BY OTHERS. +36 +24 +1 0 949/553-8065-SEE DETAIL A,SHEET L-13 FOR LAYOUT AND COLOR SCHEME. J ok 5 P-4 --N �'j 11 TYPICAL PICNIC PAD wl TABLE,BBQ&TRASH RECEPTACLE. SEE ENLARGEMENT DETAIL D,SHEET L-13. ell LANDSCAPE BERMING PER ENGINEERS PRECISE GRADING PLANS. 13 30 0 lk� %S�! Ab 4 01 ENTRY WOOD ARBOR. SEE DETAILS A&B,SHEET L-1 6. AZ* A�f 01) 4& 2o33' 45 co 0 Ar. ENTRY PILASTER WITH WOOD OVERHEAD.PER DETAILS B&C,SHEET L-1 5. 15 72o33 v --k- %v �_I 3__ ENTRY PILASTER WITH WOOD OVERHEAD WITH DEDICATION PLAQUE.PER DETAILS B&C,SHEET L-1 5. 44 Nz 7 VO 00 36'WIDE COVERED PICNIC GAZEBO WITH ORNATE CUPOLA TO MATCH GAZEBO STYLE AT ARBOR WAY BY POLIGON. 13 SEE DETAILS D,E&F,SHEET L-15. 43 TYP + P.A. 35 5 N 0, 22 U7 RESTROOM BUILDING/PARK STORAGE PER ARCHITECTURAL PLANS. s . �N� 53 41 REGULATION SOFTBALL DIAMOND w/SKINNED INFIELD TYPICAL FENCED DUGOUT w/BENCHES& A-3v BAT RACK. SEE ENLARGEMENT DETAIL B SHEET L-13 FOR LAYOUT AND DUGOUT DETAILS. N ONUMENT PLAQUI--, P.A. X WETLAND M 7E,�'�FE P.A. 300'x 165'BALL FIELD LAYOUT. DETAIL E,SHEET L-1 3. 4 V0 4f TUBULAR STEEL FENCE WITH CONCRETE CURB. PER DETAIL G,SHEET L-1 5. 34 PA. 4. TUBULAR STEEL PEDESTRIAN ACCESS GATE. PER DETAIL H,SHEET L 15 4V 3 TYP to -13. TYPICAL WALKWAY PLANTER WITH STAMPED CONCRETE AND 18"HIGH SEATWALL. PER ENLARGEMENT DETAIL E,SHEET L 58 4.1 ELEVATED SEATING AREA WITH BENCHES.PER DETAIL F,SHEET L-1 3. do 16 PA, 14 k', 13 +24 45 +30 15"x 20"PEDESTAL BARBEQUE @ PICNIC AREAS.IRON MOUNTAIN FORGE MODEL#200-X OR 210-X (PER CITY) .j PA. tv AVAILABLE FROM PACIFIC DESIGN CONCEPTS-CONTACT NO.(800)367-7325.SEE DETAIL 1,SHEET L-15. P.A. C56�-- 18 % 22 TRASH RECEPTACLE WITH LIGHT SANDBLAST FINISH-MODEL#S-TDR-3 NATURAL COLOR,LOW PROFILE TOP 57 WITH ATTACHED CHAIN AS MADE BY DURA ART STONE,PHONE NO.(909)350-9000. SEE DETAIL J,SHEET L-1 5. P.A. Y.W.B. 6 *.sl 15 NN DRINKING FOUNTAIN-HAWS#3150-SEE DETAIL K,SHEET L-15. '4 ;kL�4 V11 PUBLIC TELEPHONE BY OTHERS.PLACE PHONE LINES,CONDUIT,ETC.PER ELECTRICAL ENGINEER'S PLANS. P.A. 40\�j 4 X SILICA SAND-#16 OR EQUAL AND FREE OF ORGANIC MATTER AND SILT. 18"DEEP MIN.w/ 15 DRAINAGE CATCH BASIN. SEE DETAIL L,SHEET L-15. SEE ENGINEERS PLANS FOR FINAL DRAIN LOCATIONS AND ELEVATIONS. P.A. % 7 P.A. 53 'k 0 0% 12 41 v TOT LOT EDGE&RAMPING. SATURATE&COMPACT SUBGRADE TO 90%PRIOR TO POURING. 33 A SEE DETAIL A&B,SHEET L-16. P.A. lk� 12 t �� PIPING FOR DRINKING FOUNTAINS. CONTRACTOR TO CONNECT TO DOMESTIC WATER SUPPLY AT 9 :A11 r I q;I, 14 58 A RESTROOM AND ROUTE PVC PIPING �CHECK PER LOCAL CODE)AS SHOWN TO(1)DRINKING FOUNTAIN. CONTRACTOR TO INSTALL LINE SIZE ATE VALVE AS SHOWN. xi N* n� FIXED BOLLARD WITH CONCRETE FOOTING,PER DETAIL C,SHEET L-1 6. czp 7, fril. 13 10 2 15 +30 w .2 4- Z +24 z 4 1 1 w N"' P.A. 5 �141;11 0 POWDER COATED(COLOR BY CITY)BIKE RACK SEE DETAIL D,SHEET L-16. 9.001" ELE" D SEATING 53 PA, $( ij� "j/ VATE A E ENLARGEMENT U3 PARKING LOT AND PERIMETER LIGHT PER ELECTRICAL ENGINEER'S PLANS. k 12 4F < '1000'r 'o__� 30 �"SEE DETAIL F,SHEET L-13 P.A. 113J U4 PATHWAY LIGHTS PER ELECTRICAL ENGINEERS PLANS. 5 4'-0"WIDE BY 3"THICK COMPACTED GRAVEL PATHWAY.(3/4"NATURAL COLOR CRUSHED AGGREGATE)SEE DETAIL H,SHEET L-17. NIS, A�. %"Iwo AA EDGE OF CONCRETE HEADER UNDER 6"MOWCURB 2"SETBACK FROM TUBULAR STEEL FENCING TO BE SET SLOPES PER CIVIL ENGINEER'S PLANS. WETLAND PROPERTY LINE. (WEST SI v V 2"AWAY FROM PROPERTY LINE STORM DRAIN PIPE CENTERLINE PER CIVIL ENGINEER'S PLANS. cv:p (SOUTH1EAST PROPERTY LINES) 4 P.A. e, P.A. TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S PLANS.SEE SHEET L-28. well, N% 0 44 42 15 EXERCISE NODE 1.SEE ENLARGEMENT DETAIL K&L,SHEET L-16. L �_j 9 %6 45 EXERCISE NODE 2.SEE ENLARGEMENT DETAIL K&L,SHEET L-16. A. AON x I y 15 NOTE: 45 EX RCISE NODE 3.SEE ENLARGEMENT DETAIL K&L,SHEET L-16. 4 BASKF-I-BALL COURT ENLARGEMENT J P.A. 44QF-,-j, 7 s:1 PLASTIC MEMBRANE TO BE PROVIDED BENEATH EXERCISE NODE 4.SEE ENLARGEMENT DETAIL K&L,SHEET L-16. U,, S TAIL C,SHEET L-4 ALL CONCRETE SLABS PLUS SAND. 15 PA. TOT LOT ENLARGEMENT BUILDING SLABS,BASKETBALL COURTS ARE TO CATCH BASINDRAIN LOCATION PER ENGINEER'S PLANS. AP % SEE DETAIL A,SHEET L-13 BE CURVED WITH PLASTIC FIBER MATERIAL COBBLE PAVING PER CITY STANDARD DETAIL NO.542.SEE DETAIL C,SHEET L-17. CONTINUOUSLY. J`j� Kj N - 55 FIRE HYDRANT LOCATION PER CIVIL ENGINEER'S PLANS. +01 If AV -ALL FENCE POSTS,METAL PENETRATIONS,UTLILITY 56 STREET LIGHTS PER CIVIL ENGINEER'S PLANS. 4:� - `11;111 "�F' k' 11:�� :%�/ PULL BOXES IN CONCRETE SHALL HAVE FULL DEPTH NN k* POLY-FOAM EXPANSION JOINTS CAPPED WITH SEALANT. 12'-0"WIDE TUBULAR STEEL DOUBLE SWING MAINTENANCE ACCESS GATE. PER DETAIL K,SHEET L-1 30 P.A. 56 *ALL PLYWOOD USED FOR MOUNTING OF CONTROL PANELS V-0"WIDE TUBULAR STEEL MAINTENANCE ACCESS GATE. PER DETAIL E,SHEET L-17. ate 41q, SHALL HAVE FRONT,BACK AND SIDES PRIMED AND PAINTED Q1 Date 18 BEFORE MOUNTING ON BLOCK WALL. 12"WIDE NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE STEP OUT.SEE DETAIL F SHEET L-17. PA EDISON PULL BOX-SEE ELECTRICAL PLAN SHEET L-28. AN PA. P.A. kL 52 P A SIDEWAL PER CIVIL ENGINEER'S STREET % IMPROVEMENT PLANS.-N.I.C. '10 k TOE OF SLOPE.(SOUTH/EAST SIDE) 6"MOWCURB 2"SETBACK FROM N 57 40 DESCRIPTION OF REVISION DATE APPROVED 0' 4p 19 0 PICNIC AREA ENLARGEMENT *awl" a 7At,Err 6 -4. I All.D,SHEET L L 4 C.ITN' of RANC.11710 C'.UC AMONGA P.A. 0 0 4C� 07- U_vik PA. O's PA. VICTORIA ARBORS t AR X EAST OF ARBOR LANE N P. A. Uj z MATCHLINE NX -SEE SHEET L-12 underground Service Alert 44 APPROVED BY- DATE. 10 P'LAN CROSS RElw-mmERENCES CrrY ENGINE RCE No. 24953 Calk TOLL FREE 13 "ERi DESIGN ARCHITERRA DESIGN GROUP MCOMMENDED GPD LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING 1 =800 FOR CONSTRUCTION PLAN ENLARGEMENTS, SEE SHEET L-13 10621 CHURCH STREET,SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET FOR DETAILS, SEE SHEETS L-14, 15, 16 & L-17 31� (909)484-2800 FAX: (909)484-2802 oop, 422,41133 FOR SPECIFICATIONS, SEE SHEET L-25 - LONG MEADOW DRIVE­ FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-1 8 & L-1 9 SHEET KEY MAP CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-22 & L-23 N.T.S. SCALE: 1"=30'-O" GPD DATE 4/26/04 RLA NO. 2834 Z015 -L, ARCHITERRA JOB No. 0228-4 PROJECT SHEET 11,- OF _A�� 31 ----------- OMIT F WORKol �--. 30 �.`• P.A. v o. ® , , 45 _ _ _ LIMIT OF WORK C:"� 46 11.® LU o: }`{ 28' '" 30 � 00LOT 1 7 MATCHLINE-SEE SHEET L-1 1 ®bEXISTING WETLAND POND P.A. 0 No m m m ME m mm m 0 0 m 0 m (N141�u 1_61r .A.P.) -=m-= ml mmm=� ill, ­OWl M,=mrzm-­ TYF 44 1 6I MOWCURB 2ISETBACK FROM 6IMOWCURB 2ISETBACK FROM 29 WETLAND PROPERTY LINE. (WEST SIDE) TOE OF SLOPE.(SOUTH/ ST SIDE} cp^ e P.A. � ���� ill 3 P.A. {{333 29 EDGE OF CONCRETE HEADER UNDER P.A. -' i7 A 1lP t7 . °� � �^5^ ,�` � ,o TUBULAR STEEL FENCING TO BE SET ________" _ qo -o� s; P A o LIMIT ,F' 2°AWAY FROM PROPERTY LINE 0 ®,a °� (SOUTH/ ST PROPERTY LINES) PAS - ; A. '� sr _ SIDEWALK PER CIVIL ENGINEERS STREET 4 4 60 Y A�•` IMPROVEMENT PLANS. N.I.C. P.A. P , 4. �gw.-ffi A O�P.r".-Ya��F�.fiT�'f��1!"ix !4}v-a^x .C.k.Y<-�.ui T..N!^Y rT.,.•.1 Y.ye,_•MCY-rP � �^a'.y" !}.^,',�� 1-`ky Z`l e h e���'��^ A WP OM � � _ - . . �•-_.�.... �j�•��____.�m__��._`�aj;L� ®�r,-��� .,�. ��.��-��,��.� ���^ ��� ��� �-- ,O" I` #° 4'-9" 'W-- P.A. P.A. �gg 44 30 15 47 ------------- E 201-311 '4m - 45I 46 30 P.A. P.A. in PA. 4 8 ^141_311 t"%ONSTwmh%'U'J'U"%TIOIU"'&m'No LEG"' END" S E ° _ I „zI 30 . 161-311 1 PARK MONUMENT SIGNAGE.SEE DETAIL A,SHEET L-14. 31 TUBULAR STEEL PEDESTRIAN ACCESS GATE. PER DETAIL H,SHEET L-15. �. ' 2 ACCESSIBILITY MP PER CITY STANDARD DETAIL.SEE CIVIL ENGINEERS PLANS. 32 TYPICAL WALKWAY PLANTER WITH STAMPED CONCRETE AND 18 HIGH SEA ALL. PER ! I , 43. P.A. 11 3 NEW ASPHALT PARKING LOT PER CIVIL ENGINEERS PLANS,SH L-3. 33 ELEVATED SEATING AREA WITH BENCHES.PER TIL , L-1 , z N11 5'_0" 185`-0" 17'-3" 4 PAINTED WHITE PARKING DOUBLE STRIPES PER ENGINEERS LAYOUT PLANS. 34 15"x 20"PEDESTAL BARBEQUE @ PICNIC AREAS.IRON MOUNTAIN FORGE MODEL#200-X O 210-X (PER CITY)< IF ' AVAI LE FROM PACIFIC DESIGN CONCEPTS-CONTACT NO.{800}367-7325.SEE I I, -15, 10 5 PAINT V-0"SQUARE INTERNATIONAL HANDICAP SYMBOL. SYMBOL SHALL BE WHITE,BACKGROUND SHALL BE BLUE. � P (9Q}50-000COWJ,SHEET PROFILE TOP CIVIL ENGINEERS PLANS. TDCNIAEBDRITNSEE TRASH A RECEPTACLE HAIAS MDY DA ARTSOE HON NQ 39SEE L 1 5.P.A. 46 PAINTED HANDICAP ACCESS AISLE. ACCESSIBLE PATH OF TRAVEL STRIPES SHALL BE 3'0/c AT 450 AS SHOWN. �4 1'-0'° 31 36 DRINKING FOUNTAIN-HAWS#3150-SEE IL , -15. s STRIPES SHALL BE 3"WIDE PER CIVIL ENGINEER'S PLANS. ' 1 37 PUBLIC TELEPHONE Y OTHERS.PLACE PHONE LINES,CONDUIT,ETC,PER ELECTRICAL ENGINEER`S PLANS. 40 _ 7 INSTALL HANDICAP AND VAN ACCESSIBLE PARKING SIGNAGE,PER TIL , L-14. PLACE 1 SIGN AT EACH OF WALK AS SHO 3g SILICA SAND-#16 OR EQUAL AND FREE OF ORGANIC MATTER AND SILT. EP MIN.wl DRAINAGE CATCH BASIN. SEE I LSE L45. SEE ENGINEERS PLANS FOR FINAL DIN LOCATIONS AND ELEVATIONS, "_' A HANDICAP PARKING SIGNAGE TO BE PLACED AT ENTRY TO PARKING LOT IL I,SHEET L -17. - -R_-__ ® °_.,_..M 8 CONCRETE WHEELSTOR PER DETAIL G,SHEET L-14. 3g TOT LOT EDGE&RAMPING. SATURATE&COMPACT SUBG DE TO 90%PRIOR TO POURING. own ---" -" - - - ' `® SEE TIL ,S L-16. -- -- _ - _ -- = _- - R _. `y '_;,' 12 9 REMOVABLE BOLLARD.MODEL NO.BOLNL-405-RB.-BLACK.AVAILABLE THROUGH SOUTH COAST 00s - _ -_ _ _. 40 PIPING FOR DRINKING FOUNTAINS. CONTRACTOR TO CONNECT TO DOMESTIC WATER SUPPLY AT -:=_ _ ==:=�=_ :- _ a:- _ :- ASE ALL Ff L RGEMENT t r^r PHONE N0.(949)367-1739. TIL ,SH T L-14. =_:_ - =- `:_: SEED AIL ,SPIE L-13 '_ I, I_ I I� RESTROOM AND ROUTE PVC PIPING �CHECK PER LOCAL CODE)AS SHOWN TO(1)DRINKING FOUNTAINS. PA. 30 6 7 6 ' SCOELINES @ 8-Q O.C.MAX.LOCATIONS PER PLAN.PER TIL E,S L-14. NT CTORTO INSTALLLINESIZE ATE VALVE AS SHOWN. _' -_•» - - .. - __ __4 ' _ - til - C 1 -s Ll LL <° 1/4"THICK FULL DEPTH POLY FOAM EXPANSION JOINT WITH THIOKOL BEAD @ 20'-0"O.C.MAX.PER DETAIL E,SHEET L-1 . 41 FIXED BOLLARD WITH CONCRETE FOOTING.PER TIL L-1 . I - _ - -- - -_ _ - 47 F > .. e _ : - = : - = - -= --: -- - - P A ,_ 12 NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS @ 8'-0"O.C.MAX. 42 POWDER COATED(COLOR BY CITY)BIKE CK SEE IL , L-1 . gI PER LS T L-14. - - 28 ;_'; _;^?_ _ ~_ a,= *T 32'-0" '8'-9' 43 PARKING LOT AND PERIMETER LIGHT PER ELECTRICAL ENGINEERS FLANS. - Fkp.. 5"THICK MIN.,NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE PAVING WITH DEEP SCORE JOINTS. rDETAILS44 PATHWAY LIGHTS PER ELECTRICAL ENGINEERS PLANS. 12 PA. PER F, L-14. P ..' r It n II NATURAL COLOR MEDIUM BROOM FINISH CONCRETE PAVING WITH 12"WIDE SMOOTH 45 4-0 WIDE Y 3 THICK COMPACTED GRAVEL PATHWAY.(3/4 NATURAL COLOR CRUSHED AGGREGATE)SEE T ! , 1-1 . 11 P.A. P A '- =: = _-- - : --` -' - - - - - _ _ -- - . - f^� 13 TROWELLED ACCENT BANDS&DEEP SCORE JOINTS @ 4`-0"O.C.MAX.PER DETAILS F, L-14. :e _ _ „ 46 SLOPES PER CIVIL ENGINEER'S PLANS. 36 w -- ",---_ - - _==_ - =- --- = _- -- , 14 60M THICK ANGELUS ANTIQUE COBBLE CONCRETE PAVERS.COLORS TO BE CHARCOAL AND GREY BLEND. 47 IN PTFE CENTERLINE PER CIVIL ENGINEER'S PLANS. -F 7-8 ;•:--=_ -_ ;- _ ,- �._ _ _-_=-_: A 44 kl STANDARD TEXTURE.AVAILABLE FROM ANGELUS INDUSTRIES.PHONE NO.(909}328-9115.SEE TIL L-14. STORM D °_ - " ` 48 TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S PLANS.SEE L-28. 56 -. _ - -_ - '0 � " :_ _ - - - _ y. 4p 15 6"WIDE CONCRETE MOW CURB PER DETAIL H,SHEET L-14. _ -_ .- - - - - "-= 29'-9" "1121-311 15 ---- TRASH ENCLOSURE WITH PUMP/IRRIG.ROQM(wl GRAVEL BASE)w/WOOD OVERHEAD.SEE TIL 1, -14. 49 EXERCISE NODE 1.SEE ENLARGEMENT TIL L, L-1 . w- vn~ COURT.SEE ENLARGEMENT TAIL SHEET L 50 EXERCISE NODE 2.SEE ENLARGEMENT I! L, L-16. am -13. 12 BASKETBALL I r �, '�..:_ s - ADA ACCESSIBLE PATH OF TRAVEL TO BALLFIELD T4' 32'`0" t` ..r 18"HIGH SLUMP BLOCK GARDEN SEATWALL. SEED IL ,S L-14. 51 EXERCISE NODE 3.SEE ENLARGEMENT L, L-1 . 40 I • - - � (ALL PATHWAYS ARE ACCESSIBLE} 18 26'-0" 44 PA :27'-7 0'-10"` '-9" 51 „ ,.. 1g TOT LOT PLAY EQUIPMENT FOR 2-5 YEAR OLDS.[QUOTE#27613A1)BY LANDSCAPE STRUCTURES- 52 ERCISE NODE 4.SEE EN RGEMENT i , L-16. SS 0 ..p, , w.,.»_,, AVAILABLE FROM COAST REC.-949/553-8067.SE RGEMENT AIL A SHE T L-13. , 23 4 +12+z�„ ® �� , 3 '-0" 13'-9°' 10'_0" 13 17'_0" 81.6" 22'_0„ 20 53 CATCH BASIN/DRAINLOCATION PER ENGINEERS PLANS. TYP '-+ P.A. `E TOT LOT FROM E EQUIPMENT T FOR 5- /553 80&LDS. SNOT ENLARGEMENT IA LANDSCAPE STRUCTURES- 54 COBBLE PAVING PER CI STANDARD DETAIL 0.542.SEE t L-17. 9 = 1 ► � - ®� � `3;���� P.A. 15 -0 .- a S. 43 I �5 `28`9". 22`-0" ,` 14'-9" 11J x 21 II II ® ®®� s _ _. �. t PLAYBOUND POURED-IN-PLACE RUBBER PLAY SURFACE, AVAILABLE FROM: COAST RECREATION- 55 FIRE HYDRANT LOCATION PER CIVIL ENGINEER'S PLAN P.A. q'` '® - - = 949 1 553-8065- DETAIL L-13 FOR LAYOUT AND COLOR SCHEME. 55 i � _ 34 ® a ®�® 56 STREET LIGHTS PER CIVIL ENGINEER'S PLANS. e ® .®®g ■.,�■ ,.. w 4 ¢ ■; ■■ T �' PA b ®�_ ff� 22 TYPICAL PICNIC PAD w/TABLE,BBQ&TRASH RECEPTACLE. SEE E G TIL ,S L-1 . „ 10 `- �- _� 8• _ p - P.A. P A �, "�� 57 12-0 WIDE TUBULAR STEEL DOUBLE SWING MAINTENANCE ACCESS TE. PER TIL , L-17. PA. -" 25 5 35 0 - P.A. .>A w "' z 23 LANDSCAPE BEMING PER ENGINEERS PRECISE GRADING PLANS. 7 44 V-0"WIDE TUBULAR STEEL MAINTENANCE ACCESS GATE. PER DETAIL E,SHEET L-1 . - - _ 9 - - 7 Q. . .- - I ` ' 24 ENTRY WOOD ARBOR. SEE TIL , L-1 . „ ® e ,R gi■,_, ��■■ ,■,, a . p - a Q - - «° 58 12 WIDE NATURAL COLOR,MEDIUM BROOM FINISH CONCRETE STEP OUT.SEE I! L-17, S2 AeR- - T` _ 25 ENTRY PILASTER WITH WOOD OVERHEAD.PER DETAILS G, L-15. 2 `RD' A-all �+ L LGN w/F.Q.C. 59 EDISON PULL BOX-SEE L L G I L L T L-28. 2,-®„�, 7 0 - g4} I 5 ENTRY PILASTER WITH WOOD OVERHEAD WITH DEDICATION PLAQUE.PER ILS G,S L ,r. ,7- TYP 26".4' PIN , d .A. `�. �- g � 10`0" 5 ` � � 26 S36E'EWID COVERED PICNIC GAZEBO WITH ORNATE CUPOLA TO MATCH GAZEBO STYLE AT ARBOR WAY BY POLE CON. --- P.A. 6'-0" 41 =� a 80'1 25'-s" TYP �r_0r1 23'-0" 14`_3" 1a 12 8 9 I-0II 18 . '-3° 9`-6° 41 27 RESTROOM BUILDING/PARK STORAGE PER ARCHITECTURAL PLANS. ,�, w®��, �, ' = 58 TYP 5 6 TYP TY P-1 ` 1 III ri F_ I_ II ,_ II r II . II 28 REGULATION SOFTBALL DIAMOND w/SKINNED INFIELD TYPICAL FENCED DUGOUT w/BENCHES& `� °°.� I 26,-6" � 80-6 27 9 5-01 9-3 316"[9i-0" 19-6 41 0 17 0 41 9 16-3 1 -3 BAT RACK. SEE ENLARGEMENT DETAIL L-13 rOR LAYOUT AND DUGOUT DETAILS. n' TYP TYP TYP �. 9 N _ w 56 �. 58 3 4 - 47 29 300'x 165'BALL FIELD LAYOUT. ign re 4 p¢ -Ty P- I 3a TUBULAR STEEL FENCE WITH CONCRETE CURB. PER TIL ,S L-15. 7-310 47 ate IfDate P.A. 58 58 IN ' A a.c. P.A. P.A. I �k' s - � t ry^ M `a , f 2 ' aC oC p Uj EQ EQgod � TYpI 43 15 (SET CURB AT RL)311 -I-YP 43 LONU -ME DOW- -D R I VE SIDEWALK PER CIVIL ENGINEERS STREET DESCRIPTION OF REVISION DA APPROVED IMPROVEMENT PLANS.-N.I.C. C.TrY of RANkCH0 CUAC.AMONGA 01 wmwl&NAT VICTORIA ARBORS PAFiK EAST OF ARBOR LANE till t t w Underground Service Alert m Q PLAN CROSwl REFEREINUES 4R RCE No. 24953 ®® �. RECOMMFNDED , Call: DESIGN11 GPD SCFOR CONSTRUCTION ENLARGEMENTS SEE SHEET L-13 ......... ARCHITECTURE SITEPLANNING 10621 CHURCH STREET,SUITE 106 1 -800 FOR t DETAILS, 41157 a RANCHODRAWN CUCM GA,CA 91730 SHEET FOR SPECIFICATIONS, MEADOW DRIVE {sag}484-2800 FAX: {gas}484-2802 L. 2- ® _ NG SHEET KEY MAP CHECKED . PLAN,FOR CORRESPONDING PLANTING SEE SHEET L-22 & L-23 TWO WORKING DAYS BEFORE YOU DIG N.T.S. SCALE: 1"=30'-011 1= 1_ 11 4/26/04 / . -- LEGEND: 5- TOTYR. LEGEND:LOT SURFACING FINISH SURFACE 1• 10'-0"HIGH CHAINLINK FENCING WIRE FABRIC ON TOP& 7. DRINKING FOUNTAIN-HAAS MODEL#3150, �t 23 8 COLOR CODE 4 HORIZONTAL RAIL @ BOTTOM EDGE.SEE DETAIL E,SHEET L-16. SEE DETAIL K,SHEET L-1 5. (1 AS SHOWN) 10 9 23 (RUBBERIZED SU I ) 2. FULL SIZE PERMANENT BASEBALL BACKSTOP BY 8. TRASH RECEPTACLE.SEE DETAIL J,SHEET L45.(2 AS SHOWN) .a ,•aqq 23 L.A.STEELCRAFT MDL#1644T w/BASEBOARDS. �T 4„ rFFFFFFFFFFFF COLOR1 INSTALL PER MANUFACTURERS SPECS. �, .�. 8q- FFFFFFFFFFFF 9. 8"MOW CURB.SEE DETAIL G,SHEET L-1 . FFFFFFFFFfdF FFFFFFFFFFFP (RUBBERIZED SURF I ) AVAILABLE FROM:HANSON ASSOCIATES-714/538-5876, 23 F ;•: FFFFF(PPPPPP FF :L"'•�� tryp �t� FF• FF •P•:•":.•: 10. SGQRLINS.SEE TIL , -1 a-a 4. ffFr qq, 19 do 1,.,.--^ . r .•1:::•1::::•1:::;.•1:::":••`::.":.•'::'.•::.•::..•::::.•:'y::,"'fg'• FFF FFF ••f:•:' •• FFfF`sF°"FF;FF:: I MN •:�.: ::®:: ` ' 3. 211 ONG ALUM.PLAYERS BENCH-LANDSCAPE STRUCTURES-L lFF IRON MOUNTAIN FORGE.INSTALL PER MANUFACTURER'S (RUB THICK FULL DEPTH P OL BERIZED Y FOAM EXPANSIONJOINT.FFFFF 11. 1/4 FFleeelFFFFST RECREATION SEE I T L 1 • PHONE NO.(949)553-8065(2 AS SHOWN)Q I ° SILICA1 4"THICK MEDIUM BROOM FINISH CONCRETE. .- .. p 1+ UAL _, FFFFFFFFF e FF 4. GALVANIZED STEEL BAT CK Y L.A.STEELCRAFT 20 -� .:.;�• FFFFFFF +PPPPPP SILTSI SEE 1L L-14. 22 P• ° (D2O �:t dFFFFFFFFFFFFd MODEL#BR-8,INSTALL PER MANUFACTURER'S AVAILABLE sto 9fa: FFFFFFFFFrFFfF 10 AVAILABLE FROM:COAST RECREATION-949/553-8065(2 AS SHOWN) 13. 6'-0"HIGH CHAINLINK FENCING WIRE FABRIC ON TOP& s FFFFFFFF.FFFF _ . ' FFF/F F f f{{( FFFF McCLINTON MATERIALS ,. " •rr F FF HORIZONTAL RAIL @ BOTTOM EDGE.SEE TIL , -17. _ 4 6 23 .4 : • • • 90�f4 T : (9O } 735- 5. SKINNED INFIELD-4"DEEP EXCEPT 6"DEEP AT BASES& PITCHER'S MOUND.AT BASES USE 50%"HILL TOPPER"MIX WITH 50°gyp ,� 14• FIXED BOLLARDS.SEE IL L-1 . rp FF F FFF PRO GOLD INFIELD MIX ALL OTHERPARTS OF BALL FIELD 6 17 FFFF F r fF RUBBERSURFACING TO YBOU 11 r d A * ®�•m ,Q rr'F,FfF '�% POURED-IN-PLACE SURFACING SYSTEMMIX". �t�, 4 _ _ a a eel/ldF �`+F+(:(•FFFF COLOR PRO GOLD INFIELD AVAILABLE FROM GAIL �, 3914 o 4 -v elleeFFFFFF r • OVER CONCRETE BASE- P Y U D MATERIALS.PHONE NO.(909)279-1095.SEE IL -1 • FFFFfFFFFFFFF SURFACE AVAILABLE FROM: '� FFFfFFFFFFFFF, " I 1 rFFFFFF,rFdFFFFF. " ' `'� `�' �. ` ' " ' •'�}' FFFFFFFFFFFFFFF �„. COAST RECREATION, INC. 5 FFFFFFF dFFFFdFFr NEWPORT W O p H 92660 6. BASEBALL EQUIPMENT TO B SUPPLIED TO CITY: FFF FFFFFFFF {�+•.{a•�.I I�s' �•�•�r`i�7'�i�•'�r'i�":�'G,k I�EYYPRT UEAG(i GA..7GFJ Sl4J m - _. TYP1 45° , ` d F � ' ' " F fly ffF£F ' ' " ' ° ' ' r� 80�ry6 BASES AND ANCHORS-BOLCO MODEL#100 ML WITH 205 BA, - ! - ' �d 21 - '",`' FFFfFFFFFFFFFFFe+'!F (949)553-$S36..►' `-, `•y ,(�' $o-•�.'�.•�•�,' FFFFFFFFFFFFfFFFF .�'�.' •�.•�.'�.•q'k'{�'.�.`P 1 ,-. - FFFFFFFFFFFFFFFF Attention:GREGG ROGERS HOEPLATE-BQLCO MODEL#300 ALL SAFE s - - - -- _ - - '4 - � 15 2 ®®.® d�.4 _ _ __ m•.. o �`�•�'�°��•� fFFFfFFFFF #�`�+°'�•�`��`•�'�'�••#` FFFFFFFFFFFFF _ PITCHERS PLATE-BOLCO MODEL#410 FG' IM GRIP' q - 16 _ _ 1a _ _ •. _ N EQUIPMENT ° - ° • ° . TE: ' 12 RUBBER SURFACING A COLO CODES ARE FOR BIDDING PURPOSES ,. ltd °� 'c, .°® ,', ' ' • ' • ONLY. FINAL COLOR SELECTION TO BE - - ,- - dfd - • ' ` ' 1a DETERMINED Y CITY. ` ` ` ' • - ° ° • ° ' ° 10 13 9 23 TOT LOT LEGEND: _ ':�.Y ';��'� ''$''''`'''''''°`'�''°• - * - • � it TYP. , • , •:• a ~�a� :' 45 TYP 1 4 THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE AND DEEP SCORE JOINTS.PER TIL F,Ski L-14. , e 1-011 ° 321-611 .,• 60e •``°°°•R'~ 135 _ ® __ _ " _w_m _ . .`.:• ' = _ �: Q 101-0" „ o MEDIUM BROOM F TYPICAL ° - - • . 2 4 THICK NATURAL COLOR ME I M RO M INISH CONCRETE PAVING WITH 12 WIDE SMOOTH TYPICAL r TYP ° - t e .Q„ - 6"THICK INFIELD MIX- 45 TYP P q . ••:r,..: �•»`' w_ s TROWELLED ACCENT BANDS AND DEEP SCARE JOINTS,PER TAIL S L-14. , - - - 21 . . . a A HILL TOPPER 5 /p ' ®® _ - "" . ♦ ® o _ - ----- - --- - --- - -- ----- - THICK FULL DEPTH POLY FOAM EXPANSION JOINT PER E,ST L-124 1/4 • PRO GOLD INFIELD MIX 50% 13 '6 2 4 18"HIGH SEATWALL WITH MUSHROOM CAP. SEE DETAIL M,SHEET L-14.14 - '� - _ .m: a 90° p TOT LOT EDGE. SATURATE&COMPACT SUBGRADE TO 90°/p - • - _ - • m „ PRIOR TO POURING. 1 it 1 TYP 8-6 6-a " - _ - 4 THICK- ® ® SEE TIL ,SHEET L-1 . _ ,,�, ", ,01 - Q _° - • ° PRO GOLD INFIELD MIX 100% - .rq, REMOVABLE LLARD .PER DETAIL D,SHEET L-14. HEIGHT OF PITCHERS MOUND , t ,p, 14 , •, .. e oft �v �.°e 7 GAZEBO STRUCTURE.PER TIL , L-16° ALIGN TO B 6"ABOVE FIELD- ° a 1 ° GRADUALLY SLOPE DOWN. 45° 8 SAND PIT TRANSITION CURB TO RUBBER SURFACE.PER TIL L46. •e ` - : ' ` TYP -401 , _ e _ ®. e i; -.� a - � 13 9 SILICA SAND-#16 OR EQUAL AND FREE OF ORGANIC MATTER AND SILT, 18"DEEP. Q3J 1 4 ya' ®-tea. 2g - o SEE DETAIL L,SHEET L-1 . SEE ENGINEERING PLANS FOR DRAIN LOCATIONS. p- .: _ - _ ' • ' _ 0If L1N� r� - __-`8� 1a P A. 4 a % 10 "PLAYBOUND"POURED-IN-PLACE RUBBER PLAY SURFACE. AVAILABLE FROM:COAST R 5 tt �C � ��p� . 4 0 _-- - . e RECREATION-(049)553-8065-SEE SURFACE LEGEND ON THIS SHEET FOR COLORS. 3 -a >°. °• . • ' _ : • *` G, � � ® ♦ . 4p - - - '4 3 - 11 PLAY STRUCTURE&INDEPENDENT PLAY EQUIPMENT FOR AGES 2-5(QUOTE#27613A1)BY LANDSCAPE STRUCTURES-AVAILABLE FRpM:COAST RECREATION-(949)553-8065 • . • - - ' . • - d _ _ 17 12 PLAY STRUCTURE&INDEPENDENT PLAY EQUIPMENT FOR AGES 5-12(QUOTE#27613A2)Bco Y � • _ • , ® , ®® - •$ i ` - 4 LANDSCAPE STRUCTURES-AVAILABLE FRQM:COAST RECREATION-(949)553-8065. 4 All 21 - - ° �__ 13 6 WIDE RAISED CURB.SEE TIL ,L-17. C' .• e - ° ° 7 -1 ` > . .�.�. "$ 14 POWDER COATED(COLOR BY CITY)BIKE RACK SEE TAIL , ET L-16° it 18 5 d r ° fY• °`�° :,-• 15 151_0114' �- 12 _ ••J::�- 15 AREA DRAIN PER CIVIL ENGINEERS PLANS, • 10 4 j` a rd - r a' g.:. °¢ 16 MONUMENT PILASTER WITH OVERHEAD.SFE L O,SHEET L-15° °. 0. T 7 '`" 1 a 6 11 ca_ kp 3 , _ - ,1.x1 p°40:45°TYP '�°"`� t®:`:-:::�'��`. :�.`;: .195 � '� _ 6 THICK PRO GOLD INFIELD&HILL TOPPER 21 R :p` .� t-'�`•' TYP 17 MONUMENT PILASTER WITH OVERHEAD WITH DEDICATION PLAQUE.PLAQUE CONTEXT,FONT AND PLAQUE FINISH w F r 2 MIX,AS NOTED I LEGEND,O ASE MOUNDS, 13 ;;8r 3 FFF. ;�* PER CITY OF RANCHO CUCAMONGA.CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO ORDERING OF (TYPICAL) dp 25 _ :.: :' : �, d FF FFFF PLAQUE SUBJECT TO CITY APPROVAL.SEE TAIL , L-15° A FFFF ""e 10 lele , A> PPPPPP 18 6 WIDE BENCH.MODEL NO.282-6XP BY IRON MOUNTAIN FORGE. S PPPPPP '°.}'' ''{''' '''} q 1 0 [1` _ `°•""• (FFFFFV :PPPPPP ' PHONE NO.(307)672-6124.INSTALL PER MANUFACTURER'S RECOMMENDATION, 2'all 15 - PPPPPP ® 1 11 i it 1 11 1 11 1 tI 1 tl r Fff f;ll; 15 8-a 8-a 16-0 24-9 5-a -A 111-0 ` Ffieeeeee;F a `::. 19 18"HIGH RAISED PLANTER SEAT WALL,SEF TAIL I S L-16. _ 1 a PPPPPP FFF r ' .::•;•: } 1 1 .'. t ° FffffFFF .. to 15 FFFFFFF do �: 20 HANDICAP PARKING SIGNAGE.SEE TAIL S L-14. d a - 1 ® " ".�•�•.�,' {�`�•.�i." {�.• • ,y 9 -47 - I FFFFFFF •:,w:- ® ® o - _ ! ,«^° ~' - - • • '. •.gyp, FFFdFFr • . 9 ■ n �1 O� 1a �° *� - ::1a=w: f, ` r ►®:.:::::: �:w :f� 21 PATHWAY LIGHT PER CIVIL ENGINEER'S PLANS, ® - _ x.. t QFC . ,' ®;.;. :•.;�f 12 = 8 :.:::•„• ` • ` ' r 22 PERIMETER LIGHT PER CIVIL ENGINEER'S PLANS. C' ' "•' {g}•�• ` ",fiy. •r2�4° (FFFFF '.�.'�•{�.• � CSS 4 - /.•ay •FFFFFFF ' •`•�'!•• .�•.�•y�.+{�}• •�' 'f FFFFF( '�.•..�„•.�.'� t \••^ FFFFFFF 238" WIDE CONCRETE DEEPENED EDGE AT TOT LOT WITH CONTROL JOINTS 0 8- X Q.C.SEE TIL ,S L-16. _ - _ - Ai(® 1,,,11e-' a.,«C .�. ,��. .�,�. FFFFF( �}•.�,• •.�.° i! \gLJ 1L�\ F F.FdF 11 i��� p -�p� :•` q"-"'' ,;F $a r>•f{F , ' 24 NATURAL COLOR PRECAST CONCRETE PICNIC TABLE FROM QUICK CRETE CORP.MODEL#Q-LBT-PTS-8. FFFFF.FFF �.•,�}•.�. •.�• �ll�- FFFFFFFF � ` It �-.SRR' `�i,'',�,•,p$. FFF:"FFF '�j.'�''.�'�}'�} 25 4'THICK STAMPED CONCRETE PAVING WITH 3'WIDE SMOOTH TROWEL BAND.SEE DETAIL E&G,SHEET L- 14. 40 '`'--. •�`.�.".�}° .�•�•� PPPPPP .gyy,•�}`�}•�}• FFFdFF 'r FFFFFFF•J'}°¢} }` 10 rFf FF V 26 BARBECUE GRILL.SEE TIL 1,SHEET L-15. . Fd fF . .. FFF FF :FFF � 8 4 1 12 1 a 13 9 13 FF ' r rF 27 TRASH RECEPTACLE,SEE TIL , T L-15° 2-5 YR. OLD TOTLOT1a '18q 3q, 23 28 PUBLIC TELEPHONE BY OTHERS.PLACE PHONE LINES,CONDUIT,ETC.PER ELECTRICAL ENGINEER'S FINISH 10 PLANS. AL T01" LOT ENLARGEMENT FBALL FIELL) CALE: NTS LEGEND: LEGEND: 1. 4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE.SEE DETAIL F,SHEET L-14. 1. 4"THICK NATURAL COLOR MEDIUM BROOM FINISHLEGEND: r�. 2. 4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE WITH BASKETBALL STRIPING AS SHOWN. CONCRETE WITH 1 "WIDE SMOOTH TROWELED BAND. STRIPING WIDTH AND COLOR PER CITY STANDARDS.8PROVIDE 101010 WWM MID DEPTH WITH BASKETBALL SEE DETAILS F,SHEET L-14. 1. 4"THICK INTEGRAL COLOR STAMPED CONCRETE WITH 12"WIDE S CONCRETE AREA.) BASKETBALL COURT AREA TO RE [EVE LAYC COLD SURFACING PER MANUFACTURER'S SMOOTH TROWEL BANDSSEE TIL - �' RECOMMENDATIONS. SAW CUT COURT SCORING INTO FOURTHS(LENGTHWISE)AS SHOWN. SEE TIL , 2. CHARCOAL BARBEQUE GRILL.SEE IL I L-1 . ®� SHEET L-1 3TRASH RECEPTACLE.SEE IL J L5 2. 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT. 6 .` .,► 3. 18°'HIGH SEA ALL WITH GAP.PER TIL , -1 . a L-15. PER DETAIL E,SHEET L-14. cp to . 4. 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT WITH TEAR-AWAY TOP.SEE DETAIL E,SHEET L-1 . 4, PRECAST CONCRETE PICNIC TABLE FROM QUICK CRETE CORP. 3, 18"HIGH RAISED PLANTER SEA ALL.SEE DETAIL t, L-16. �`4 _ lgna e MODEL#Q-LBT-PTS-8.(COLOR-NATURAL). SLOPE TABLE TOP TO DRAIN. - 1.0 5. BASKETBALL GOAL WITH POST.SEE DETAIL ,SHEET L-16. 4. ADJACENT FINISH SURFACE.SEE CONSTRUCTION PLAN �,�' - »a*•° -- _ - -- _ n 5, 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT.PER TIL L-15° FORSPECIFICATIONS, _ o _ _ - _ - �, gate 6. SCORE JOINTS.SEE IL , L-16. 7. LIGHTING FIXTURE PER CIVIL ENGINEER'S PLANS. 6. ADJACENT CONCRETE SURFACE.SEE CONSTRUCTION PLAN FOR - :, _ 'a _^ OF CN SPECIFICATIONS. - - - _ - - NOTE: BASKETBALL LAY COLD SURFACING BY ADVANCED POLYMER TECHNOLOGY,PHONE NO.(724)452-1330. 131-011 �`// 131-011 10'-911 441.611 44'4" 7'-011 5'-0" ° TYR TYP TYP 3 2 - - - - - -- - 41.011 5 6 3 2 1 4 _ Tyl 5 44 f 3 _ DESCRIPTION OF REVISION w^ww __ . w_w _www _`_ w_w-w -ww_wfw __-__w _ _ww w_wwwwww _ w_ „"_ - -'- _ - - - - 'R d ! `•e _ 4 5 1DATE APPROVED '_4 ° 11 TC B 31-0111-YP � - a A- 4° ® p®® 4 LEGEND: ® _ - CrrY o f RANCHO k_... u AMO NGA , ®,«:aa® 01 n 1, WETLAND MONUMENT PLAQUE COLUMN.SEE DETAIL J,SHEET L46. cm c)°- ' 2, 4`°THICK MEDIUM BROOM FINISH CONCRETE WITH ' RS ww"'ARK - VI "'TORIA ARB "' 2 - 1 12"WIDE SMOOTH TROWEL BANDING.SEE TIL L-14° -:- _ -_ - _ _ 4 = EAST OF ARBOR LANE 3. 6'WIDE BENCH.MODEL NO.282-6XP,BY IRON MOUNTAIN FORGE. o _ _ �. PHONE NO.(307)672-6124.INSTALL PER MANUFACTURER'S RECOMMENDATION. _...rv..m •___w_-_._..___ ._.- �� - -_ 7 6 10 1-911 4, 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINTS.PER DETAIL E,SHEET L-14. cm - _ 5. SCORE JOINTS,PER DETAIL E,SHEET L-14° CD CL APPROVED BY. DATE. F{tf1'X -�- 6. ADJACENT MEANDERING CONCRETE WALKWAY. 1d : o- TYPICAL AI : TYPICAL I : _.M---- - - - --- - - _ w- - - - -_w_ w w w w w _ w _ w _w w w w w _w�- w �.®-w_m CONTRACTOR TO PROVIDE POSITIVE CONTRACTOR TO PROVIDE POSITIVE SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. CITY ENGINEE RCE No. 24953 - _ `" -- ; DRAINAGE OF HARDSCAPE AND TABLE DRAINAGE OF HARDSCAPE AND TABLE TOPS. NO STANDING WATER WILL BE TOPS. O STANDING WATER WILL BE ARCHI I URECOMMENDED � : . - - �- - -. - - = - - - -s-- - -. -� - : .- � - - - - - -' - � - - - - .- - -�.a - - _= - - .--_�- ® -- •_ � �.® ALLOWED ON EITHER. ALLOWED ON EITHER.. LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET, SUITE 106 DRAWN RANCHO CUCMONGA,CA 91730 SHEET (909)484-2800 FAX: (909)484-2802 L-1 3 BASKETBALL COURT LAYOUT TYPIC AL PICNIC AREA TYP. WA LKWAY PLA WETLANU MONU . SEATIN"Coi" AREA CHECKED -WINGNO. SCALE.- NTS ° 4/26/04DATE 12"CLR. LEGEND: TYPICAL PARKING STALL PLAN 181-6111. TIMBRFORM METAL BOLLARDS WITH o '1 DOME CAP.MODEL#2190-R.COLOR "` "SAFETY BLUE".POWDERCOAT. 16 FINAL FINAL COLOR TO BE 10 12" 0 g`_p" 2 APPROVED BY THE CITY. 0 = _ 1141 «� _ _ 2 6 7 ENGINEER'S REPORT. PER SOIL c;r ! - t CTO-R 12" 4"'DEEP CONCRETEFOOTING. 2 ! ! BOLLARD POST FOOTING SLEEVE. p"r 8 4 REBAR SET AT MID-DEPTH. r r� 7 ` 3 8 1 ! 2112" 15-6 = R 6. RECESSED CONCRETE FOR LACK t �, a- ¢ MECHANISM.DEPRESSION SIZE, r n t - LOCK PER BOLLARD 7 ` r - = 8 DE MANUPTH FACTURERS RE S COMMENDATIONS. 191-611 - - 5112" �- a` ��°= _ - _ MA ` !LEGEND: P�. ECS. 14 Q=epi, �- =�� - - -° - 7. 3/4"CRUSHED GRAVEL.THICKNESS PER '! 4 .: MANUFACTURERS RECOMMENDATIONS. 1. (8) 4 COTINOUS HORIZONTAL REBAR @ 4 Q.C. V co ! 81/2" EMQVABL BOLLARD INSERT, co . POURED-IN-PLACENATURAL COLOR CONCRETEALL. cm (o 12" 3 4 3. MONUMENT LETTERING R PARK TO B RECESSED 11/2". LETTERING FOR PARK NAM „CLR 7 TO B 1 1/2"WIDE X 10" LL(CAPITALS).FONT TO "H LV TICA"AND TO READ"VICTORIA ARBORS PARK"". LETTERING UNDER PARK NAME TO 3/4"WIDE X 4"TALL CAPITALS .FONT 42 4 LEGEND. \ e TO B H LV TIC AND TO READ CITY OF RANCHO CUC ONGA. V1B FORM O 1. GALVANIZED POST CAP. 5 LEGEND: REMOVE AIR BUBBLES FROM MONOLITHIC WALL POUR. CITY INSPECTOR TO APPROVEOF FOAM 12" LETTERING LAYOUT PRIOR TO CONCRETE POUR.ALL LETTERS T B PAINTED I 2, 70"SQ.MIN.REFLECTORIZEU SIGN CONSISTING OF A PROFILE VI OF 9 4{ COLOR AMBITO #174-A "SIR GREEN". A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND �4=�a' (INTERNATIONAL SYMBOL OF ACCESSIBILITY). - '"` 1. PARKING WHLSTOP LOCATION 4. 18"DEEP x 42"WIDEONOLITIHIC POURED CONTINOUS CONCRETE FOOTING. 3. ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO READ"VAN NOTE: PROVIDE MIN.6"COVER V TOP OF FOOTING TO FINISH GRADE. ACCESSIBLE". SIGN MAY BE WHITE WITH BLACK TEXT, TEXT TO BE 1° 2. 3/8 REBAR ROD ALL BOLLARD PARTS&MATERIALS AVAILABLE FROM COLUMBIA 5. COMPACTED S G D SAIL ENGINEERS REPORT. NOTE: MIN,HIGH. CASCADE COMPANY.PHONE O.(503)223-1157 CONTRACTOR WILL B REQUIRED TO . 5f8 ANCHORING HOLES PROVIDE SHOP DRAWINGS PREPARED BY COMPLETE GALV.STEEL POST. 2 1!2"I.D.I® Wt.2o3 MIN.WALLTHICKNEss. COMPLETE PARKING STOP AS MFD.BY 6. #4 VERTICAL AR @ 4"O.C. A SIGN SHOP FOR CITY REVIEW PRIOR TO s. FINISH SURFACE OF PARKING.STALL(PAVING). BROOKS PRODUCTS INC.(OR EQUAL) 4. AC PAVING LOCK NOTE: 7. 2"SQUAB RECESSED NOTCH.2"DEPTH. PURCHASE OF STYROFOAM LETTERS. . CONCRETE FOOTING, (213)283-0637 5. 1/ X REBAR ANCHORING RODS CONTRACTOR TO SUPPLY MASTER LOCKS MODEL#5-A383 KEYED LI FOR BOLLARDS AND BOOSTER PUMP GATES. 8. ADJACENT FINISH GRADE. �, FINISH GRADE, NOTE: NOTE: CONT CTOR TO PROVIDE FILL MATERIAL TO MATCH CONCRETE CONTRACTOR TO PROVIDE CAUTION HLSTOP PER MANUFACTURER'S RECOMMENDATIONS WHEN VIBRATING CONCRETE NOT TO TOUCH FOAM LETTERS. IF LETTERS ARE DAMAGED CONTRACTOR MAY BE H N'D' ICAtr_'-'0` PAR"ll"ING SI'llAGE CONCRETE WH`EELSTOP REMOVABLE PIPE BOLLARD PARK MONUMENT SIGNAGE REQUIRED TO REPLACE ENTIRE SIGN. 0 "A"L Irk LE: NITS 1 2 3SCALE: NTS SCALE- T NTS5 1 6 1 2 3 4 2 1 1"TURF , 13'-0" 14'-0" 12 211 G.G. Q LLI to CONCRETE HEADER-1/2"RADIUS 11 - - q @ EXPOSED EDGES&FINISH PER PLAN s ` ° 1°`IN LAWN (INSTALL AT GRADE LEVEL AT SWAL 1 '` 11 °^e.. :;!: .'• r"4a"bdP' �r�.d`�f�F�.•"�a"�.A•�f�r�r�a'�: LEGEND: 2 IN PLANTER BED CROSSINGS) 61'OR 811 4 WATERPROOF EXPANSION JOINT COLD JOINT 1/4"RADIUS AT ALL EDGES. rr: :,`}, IRRIGATION E 2 1 2 4 1 2 w FINISH AD UIPMNT 2 NATURAL COLOR CONCRETE PAVING WITH DEEPENED EDGE �. 1 S T 4 - f ` ENCLOSURE r ,r, : '� 'h. '4 k •. r:� __ _ __ _ °4. h t r:s SEE CONSTRUCTION PLAN FOR LOCATION;SEE BELOW FOR FINISH TREATMENT. �•• • =- - - �:' ..: :�: r r r .:• 11 !r. .'®J, L°kE qi.. "1. ~. p4• iM `4 4 "t °4r. � °. � '4 °4 "1 • :r:;}}.e"+`;{:7,:•r:r;.ti:.a,}•$.r•{;r{,f,.:. .«" .^• +° .+ .d' .d' f r" ,r" f r" d .F F t+' }' ,d' . - a _ 3. COMPACT EARTH TO 94/a RELATIVE COMPACTION �=. • . ••, - MPA ION UNDER PAVEMENT. . _ ( '`••1 N.- . _ - - 4 SCORE JOINT. _ ~ k k ^ INC I �, III � � � � � � I -- - � e P 5 6 � I III I 7C. *6"MIN.FOR VEHICULAR ACCESS PATHWAYS I I I EXPANSION JOINT 1 SCORE JOINT #3 RE-BAR CONTINUOUS x'11® I III (UNLESS OTHERWISE INSTRUCTED) rr r r �,. 6r-or" 4'-0r NOTE: CONTRACTOR SHALL POUR AND FINISH A 2X2 SQUARE SAMPLE OF EACH -0'`'°. 4 TYP TYPE OF FINISH FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND.ARCH. :y` - LEGEND: NOTES: 1 - LEGEND: S 1. ASPHALT PAVING OR CURB AND GUTTER FINISH SURFACE PER CIVIL ENGINEERS STREET ALIG 1. MEDIUM BROOM IMPROVEMENT PLANS. 1. PROVIDE SCORE JOINTS AT 10'-0°O.G.AND 3/8"EXPANSION 10 3 411 7 9 8 1 FINISH NAT,COLOR 1 - _ JOINTS AT 20'-0"O.C. LEGEND: SAWCUT SCORE JOINT _ - CONCRETE,RUN - - _: 2. NATURAL COLOR,SMOOTH TROWELLED CONCRETE BAND-SEE PLAN FOR LOCATION AND WIDTH SIZE. PROVIDE 2. 8"WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND PERPENDICULAR TO 1/2"RADIUS AT EDGES.THICKNESS PER STRUCTURAL SOILS REPORT.PROVIDE SCORE JOINTS @ 4'O.C.MAX. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND LEGEND: EDGE OF 1, CONCRETE PAVING.FINAL THICKNESS PER SOILS ENGINEER'S REPORT. = -- OF TRAVEL. 3. - _ 3. 60MM INTERLOCKING CONCRETE PAVERS. SEE CONSTRUCTION LEGEND FOR TYPE,PATTERN AND COLOR, PRIVATELY MAINTAINED AREAS. „ 4 _ __- 2 _Y_- `- _ INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. CONCRETE TO BE 520-C-2500 MIN. 1. 8"x 6" 16"SLUMP BLOCK OCO BLOCK 0 QUAL.SEE TIL I . 2. 114 TOOLED RADIUS. _ 2. DEEP SCORE - - - 2. 6"THICK HEAVY BROOM FINISH CONCRETE FLOOR. 3. THIOKOL SEALANT,COLOR TO MATCH PAVING. _ - -__ JOINTS;SEE CONST, _ _ s 4. LEVELLING BED PER CONCRETE PAVER MANUFACTURER'S RECOMMENDATIONS. 3. 6"THICK MEDIUM BROOM FINISH CONCRETE APRON. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION, w- PLAN FOR LAYOUT. _ _ - _ 5. COMPACTED SUBGRADE PER STRUCTURAL SOIL EN�;INEER'S REPORT, 4. 6"X6°`CONCRETE BUMPER CURB-TRASH SIDE ONLY. 3. EDGE OF PAVING. 5. IRRIGATION EQUIPMENT-SEE IRRIGATION PLAN. so 4. 1/4"POLY FOAM EXPANSION JOINT W/TEAR-AWAY TOP,SEE SPECS. _ -_ - - - -. - - - 6. SUBBASE MATERIAL TYPE AND THICKNESS PER CONCRETE PAVER 6. /4"CRUSHED GRAVEL FLOOR-6"THICK. 4. SMOOTH TROWELLED BANDING -_ - MANUFACTURER'S RECOMMENDATIONS. NOTE: " �� INSTALL CONTROL JOINTS @ 8-0 O.C.MAX.SPACING AND T ALL END 7. GALVANIZED STEEL GATES-S I 1MIN 5. COMPACTED SUB-GRADE PER SOILS REPORT. - SEE CONST,PLAN FOR WIDTH. -- 8. CONCRETE THRESHOLD AT PUMP SIDE.SET FLUSH w/WALKWAY GRADE. 3 - 3 - 7. #5 REBAR SET AT MID-DEPTH OF BAND(CONTINUOUS),2 PLACES. OF CURB RETURNS. 9. 4"THICK MEDIUM BROOM FINISH CONCRETE WITH SCORE JOINTS. NOTE: 8. 1/4"THICK FULL DEPTH EXPANSION JOINT WITH THIOKOL BEAD. 10. ADJACENT CURB.SEE CIVIL ENGINEER'S PLANS. MAXIMUM 6'O.C.WEAKENED PLANE JOINTS. 11, TRASH ENCLOSURE OVERHEAD.SEE I I . ALL HARDSCAPE TO RECEIVE THIOKOL CAUKING, A.MEDIUM BROOM FINISH W/SMOOTH B.MEDIUM BROOM FINISH w/DEEP 1 . RETAINING WALL PER CIVIL ENGINEER'S PLANS. NATURAL GRAY COLOR,AT ALL EXPANSION TROWELLED BANDS SCORE JOINTS 13, BOOSTER PUMP RELAY BOX POWER PANEL. JOINTS. 1 WIDi MOWCURB ODARD DETAIL 534 TRASH PUMP ENCLOSURE Jo lv-"J%AVING c CO'CRET"m PA"FEw-l""pol' Wim'"" BAND` IN f o'I T`LT1 S T AN INT DETAILS @ CONCS UINCRE1021"E FINIS'N'ES IN t v hZ5 I ri I MEMO= ALE: ,� 4 CALE: L LEGEND: ALE- NTS LEGEND: DOUBLE 4-6 GATES @ TRASH ENCLOSURE 1, SLUMP BLOCK MASONRY WALL-SEE I L I DOUBLE 3'-0"GATES @ PUMP ENCLOSURE 1. NATURAL COLOR PRE-CAST CA P,6 ~` 4 1 1 MUSHROOM PRECISION GAP. 2. 6x10 S4S GRAB BEAMS ATTACH TO WALL WITH SIMPSON EPB66(12 LONG) AVAILABLE FROM ORCQ BLOCK .fir wr INTO CORNER CELL OF MASONRY WALL-GROUT CELLS SOLID 3 1 LEGEND: CONTACT NO.(800)473-6726. 3. 6x10 S4S GRAB BEAMS EACH WAY-NOTCH 1" 3 , -BOLT @ EACH BE w/SIMPSON HL35 ANGLE CT.PAINT TO MATCH WOOD. 1. NATURAL COLOR PRE-CAST MUSHROOM PRECISION CAP. 2 2. 8"X6"X16"TAN COLOR CONCRETE SLUMP BLOCK, �' �' cllj 4. 4x4 S4S TRELLIS MEMBERS-EQUAL SPACE @±12"o/c-BOLT TH U - -- AVAILABLE FROM ORCO BLOCK CONTACT O. 800 473-6726, GROUT CELLS SOLID. GROUT TO ignatu _ INTO EACH GRAB BEAM w/3/8"DIA,LAG BOLTS I WITH FLAT `�' 2 ° ( MATCH SLUMP BLOCK COLOR, ' '- WASHERS.DQ NOT COUNTERSINK BOLTS.-3/8 CHAMFER @ onew a ALL ENDS. 5„ 5 l� 2 7 2. 8 x 6 x 16 TAN COLOR CONCRETE SLUMP BLOCK. GROUT 5. 2x10 SOS WOOD MEMS O TRASH ENCLOSUREBACKSIDE ONLY 6 CELLS SOLID WHERE STEEL OCCURS, GROUT TO MATCH 3 3. #4 REBAR VERTICAL @ 24"o/c-ALTERNATE I Date -BOLT TO BEAM w/SIMPSON HL33 ANGLE BRACKET.(2)EACH SIDE. 12" �® SLUMP BLOCK COLOR.SEE ENGINEER'S PLANS FOR 1 BENDS IN FOOTING, F BRACKET COLOR TO MATCH WOOD. 1 RETAINING WALL CONDITIONS&REQUIREMENTS. F t�t '� �� 5 2 . #4 REBAR VERTICAL @ 24"O.C. ALTERNATE BENDS I w 7 = ci 4. ADJACENT FINISH SURFACE. oc NOTE: I 7 � g FOOTING. 4 5. 16"x 18"CONTINUOUS CONCRETE FOOTING. ALL WOOD TO B ROUGH SAWN DOUG S l KEY FIRST COURSE INTO FOOTING. ALL WOOD MEMBERS PAINT TO MATCH RESTROOM STRUCTUREFASCIA TRIM. " ;p , 4. FINISH GRADE. �Q 4 � 3 „ 6. 90%COMPACTED SUB-GRADE OR 5. 16"X18"CONTINUOUS CONCRETE FOOTING. 8 z PER SOILS ENGINEERS REPORT, 12"TYP 12"TYP - � _ 6, 90/a COMPACTED SUB GRADE. - . - 7, CONTINUOUS @ TOP, : ei o �-cm d- ;'. � -,� #4 REBAR HORIZONTAL P 7. #4 REBAR HORIZONTAL CONTINUOUS @ TOP,MIDDLE AND - MIDDLE AND BOTTOM. BOTTOM. 10 1= - 8. 4 REBAR HORIZONTAL CONTINUOUS. 8. #4 REBAR HORIZONTAL CONTINUOUS. - i 1 DATEDESCRIPTION OF REVISI N PIDROVE 5 ,� _ d = 9. 8 WIDE MOW-CURB @LAWN TEAS ONLY. 1 ? - 10.#3 REBAR CONTINUOUS IN MOWCUBCiFY' Of RANCHO` u"uuAMu1\jGA - A LEGEND: - o 11.1/4°"THICK FULL DEPTH POLY-FOAM 3 1. SLUMP BLOCK MASONRY WALL-SEE I L, I 5 EXPANSION JOINT WITH TEAR AWAY TOP. f f 2. 3x3x1875 STEEL POST-WELD CAP AND GRIND SMOOTH. FILL POST w/CONCRETE. t . ,. 16 fA ATTACH TO WALL w11/2"x5"LAG BOLTS AND LEAD SHIELDS AT 12"o%. NOTE: 12. SCORE JOINT. REFER TO DETAIL ,THIS SHEET. "VICTORIA ARBORS PAR'r"r �4 f . 22 GA.CORRUGATED METAL DECKING AND STEEL ANGLE GATES. , 31 " ' 2 SUBMIT SHOP DRAWINGS. �- ALL WALL SURFACES TO B PAINTED(2)COATS ANTI-GRAFITTIEAST OF ARBOR LANE 4 4. 3-3"x 3"HEAVY DUTY STANLEY BUTT HINGES-WELD TO POST AND GATE FRAME ,� PAINT PER CITY SELECTION.CAP TO B LEFT NATURAL. 8 CLR. 18 6 z` fi4 ' . 11/2"x 1/2"BAR STOCK DIAGONAL BRACING r: 6. 2-1/2"DIA.GALV.STEEL STANLEY#1008 CANE BOLTS w/LOCKING HASP FOR PADLOCK. 6 7, FINISH GRADE 8, CONCRETE SLAB w/DEEPENED FOOTING @ DROP CANES CLR NOTE: CONSTRUCTION DETAILS rR :. `:: `:. :'d f;p sV i '` "` e . 0 '` '` f '` 9. 6"DEEP-3f4"GRAVEL FOR DRAINAGE ' f r 10, 90%COMPACTED SUBGRADE 18 ALL WALL SURFACES TO BE PAINTED(2)COATS ANTI-GRAFITTI APPROVED , PAINT PER CITY SELECTION.CAP TO BE LEFT NATURAL. DATE: 4 FRONT ELEVATION u u A cl-ry ENGINEER M)�,yzal RICE No.,,24953 ITDESIGN ENCLOSURE OVER'ri'EAD ENCLO RE GATES �� triliGHtt )L M P B L u mommon� LANDSCAPE ARCHITECTURE SITE PLANNING SCALE- NTS SCALE- NTS CALE: INTS SCALE: NITS RANCHO CUCAMONGA,SUITE 106 CA 91730 SHEET JLP (909)484-2800 FAX: (909)484-2802 DRAWINGdm CHECKED F 4/26/04 �- I -4 PROJECT SHEET slow OF -!17- %0 12 LEGEND: LEGEND: 2'-4" c 2'-4" 41-811 31-911 7 i a" 21-3" 7 1. 6"x 8"x 16"PRECISION BLOCK.FILL CELLS SOLID.1-1 °� " 1. 8 x 8 x 16 PRECISION BLOCK.FILL C LLS SOLID® Y fN FIRST COURSE INTO 5 14 6 2- 14 TYP A f I 2 8'"x 8"x 16"PRECISION BLOCK.FILL DELLS SOLID. LEGEND: CONCRETE FOOTING.CUT BLOCKS TO CONFORM TO PILASTER BATTER. 4 6 5 010 to ' It Q 14 KEY IN FIRST COURSE INTO FOOTING, 1. 6"SQ.STRUCTURAL STEEL TUBE."V`°WELD TO 1 5 6Ow STEEL PLATE ALL SIDES. 2. (8}#5 VERTICAL REBAR.SET 18"INTO FOOTING WITH ALTERNATE BENDS(3 BARS 31e PER FACE REFER TO STRUCTURAL ENGIN 'S CALCULATIONS FOR ADDITIONAL - ::, xr :,.. 3. (8)#5 VERTICAL REBAR.MIN.18"INTO FOOTING WITH ALTERNATE BENDS. }• 4 n. :Y -._ _ _.. 6 5 (3)BARS PER FACE. VERIFY FINAL SIZES WITH STRUCTURAL ENGINEER'S CALCULATIONS. INFORMATION. --- Ilk - 2. 14"x 14"x /8"STEEL PLATE.TO B SET ON TOP O 4. #4 HORIZONTAL REBAR @ 16"O.C.FI SIZE PER STRUCTURAL ENGINEER'S CALCULATIONS. PRECISION BLOCK.CENTER ON COLUMN. 3• 4 HORIZONTAL REBAR @ 24"O.C.FINAL SIZE AND LOCATION PER STRUCTURAL b�: amom 10 „ „ ENGINEER'S CALCULATIONS. 1-1i2"-1 a CQCOP 14 11 . "x 8"ROUGH SAWN DOUBLE GRAB BEAMS.CUT ENDS AS SHOWN. . 4 SQ.STRUCTURAL STEEL TUBE. V WELD TO TY ccm 9 ATTACH TO 6"x 6"'STEEL POST WITH 5/8"DIA.MACHINE BOLTS.CUT ENDS AS NECESSARY. STEEL PLATE ALL SIDES. II A 4. 3 x 8 ROUGH SAWN DOUBLE G BEAMS.GUT ENDS AS SHOWN. 1 1 �? 11 It C 2°- " 10'-9° .o 4. 6 5 BAR ON 3 LOCTfQNS. - 6. 3 x 8 DOUBLE GRAB BEAM D JOIST ATTACH TO DBL G B �� ATTACH TO 6"x 6"STEEL POST 5/8"DIA.MACHIN OLTS,CUT ENDS S NECESSARY. t ® �� >i �-���� 12 `=���=-�" 12 _.. . 11 WITH 3/8"DIA.LAG BOLTS.DO NOT COUNTERSINK. '�' - FRONT ELEVATION 2 _% 5 6"SQ.CUSTOMIZED STEEL POST FINIAL. 2 cm . 3"x "ROUGH SAWN DOUBLE G B BEAM AND JOIST ATTACH TO DBL GRAB BEAM �" WITH 3/8"DIA.LAG BOLTS.DO NOT COUNT SlN 2 8 _.coon %0 7, 3 x 6 LATTICE @ 1a O.C.LAG SCREW,5/16 x 8 w/FLAT WASHER,DO NOT COUNTERSINK 11 "- NOTCH 1"INTO 3"x 8"DBL GRAB BEAM BELOW. CHAMFER ENDS 1". APPEARANCE&PROPORTION TO MATCH _ PLAN VI 3 '® GAZEBO FINIAL.WELD ALL SIDES. 6. 3"x 6"LATTICE @ 10"O.C.LAG SCREW,5/16"x 8"W/FLAT WASHER,DQ NOT COUNTERSINK3 - 12 8. 90%COMPACTED SUBG ADE OR PER SOILS ENGINEER'S REPORT. NOTCH 1"FOR CONNECTION TO "x 8"DBL GRAB BEAM BELOW.CHAMFER ENDS 1". sCDCC P " 12°ry" -3" 14 9'" 4 - = 9. ADJACENT CONCRETE SURFACE.SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. ° UBGRADE OR P SOILS ENGINEER'S REPORT. " P® 21-311 �, 7. 0/p COMPACTED S 11 1"-o° 6 7 911 _ 10. 24"DEEP x 6-6"WIDE CONCRETE F TING,SEE STRUGTU L ENGINEER'S CALCULATIONS FOR ADDITIONAL INFORMATION. 8. ADJACENT CONCRETE SURFACE.SEE CONST UCTIO PLAN FOR SPECIFICATIONS. - ®_Tyj ° zt 8 3 ELEVATION n it II I It 11. 2B-3 SQ.BY 4it THICK NATURAL COLOR POUR-IN-PLACE COLUMN CAP.w/ 1/411 RADIUSEDGES 24 DEEP x -6 WIDE CONCRETE FOOTING. 1 NATURAL COLOR POUR-IN-PLACECOLUMN CAP wf 1/4 DIUS ; . ' 13 .2'-8"SQ.BY 4"THICK NAT " 11 5 - t t. e - 12. ELDORADO STONE VENEER WITH Vi-l"BATTER.COLOR TO BE"CASCADE RUSTIC LEDGE" EDGES-TOP SIDE ONLY. _ :.a_ t ;: : t 13 Q EQ 1"-' _ t.- ; . PROVIDE VENEER TIES AT .COURSE.AVAILABLE FROM STONEC FT INDUSTRIES _ _ ®• : t.TYP 11B PHONE NO.(760)736-3232. 11. L DORADO STONE VENEER WITH "-1" .COLOR TO "CASCADE RUSTIC LEDGE" - . CA :�911 j : a PROVIDE VENEER TIES AT A.COURSE.AVAILABLE FROM STONC INDUSTRIES : - 1I2"O �- : �:; 10 13. 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT. 4 : - V : . : 9 TY _ PHONE NO.(760}736-3232. 7 - . - S 3"CLR.TYP. 14, 6"SQ.STEEL POST WITH 6"DIA.FABRICATED FINIAL.SEE AIL I o w � 12. 14 14 BRONZE DEDICATION PLAQUE.(2)TOTAL.SLANT OFFSET 5 FROM TOP. son111 8 5'-6" ATTACH TO PILASTER WITH(4}THREADED RODS S T INTO COLUMN. 3"CLR 9" 12 SQ. LOGO/ NSIGNA TO B SELECT D BY LANDSCAP ARCHITECT. 11 =00 . SECTION SEE CONSTRUCTION PLAN FOR LOCATION. A®A SQ.C? 9SECTION 13. 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT. 14. 6"SQ.STEEL POST WITH FABRICATED FINIAL.S IL I NOTE: - VERIFY ALL FOOTING/REBAR SIZES WITH STRUCTURAL 11 A' NOTE: CALCULATIONS. - VERIFY ALL TING/REBAR SIZES WITH STRUCTURAL CALCULATIONS PRIOR TO 4 10 CONSTRUCTION. - ALL WOOD MATERIAL TO BE ROUGH SAWN D.F.UNLESS 101-911 � NOTE: OTHERWISE NOTED. SEE CONSTRUCTION PLAN - ALL WOOD MATERIAL TO BE ROUGH SAWN D.F.UNLESS,OTHERWISE NOTED. ALL FABRICATION TO BE COMPLETED IN AND APPROVEDICERTIFIED 4'-2"` SHOP w/A CERTIFIED INSPECTOR. - ALL WOOD MEMBERS PAINT TO MATCH RESTROOM FRONT ELEVATION -ALL WOOD MEMBERS PAINT TO MATCH RESTROOM STRUCTURE FASCIA TRIM. STRUCTURE FASCIA TRIM. PLAN VIEW EONTRY WOOD ARBOR i SQ. GUSTOM STEEL PO%ST ENTRY PILASTIE'R w/ OkVER'r1'EAD _ SCALE- INTS low . : T a'-a°MAX.O.G. _ 3'-0"CLR.MIN. LEGEND: I PI 36- SS'-o�� i POST WELD OP OF FLAT CATO P BE 11 10 9 to 4 S 1n t t. 3"SQ.12 GA.TUBULAR STEEL POST. ( FLUSH WITH TOP OF POST. 2. TUBULAR STEEL FENCE ASSEMBLY-SEE 181-011 LEGEND: 2"SQ.x.188"TOP RAIL DETAIL G,THIS SHEET. 10 A1. 2'- "SQ.BY 4"THICK POUR-IN-PLACE NATURAL COLOR 2,-3i1 3, SCHLAGE L-9000 SERIES STAINLESS STEEL MORTISE CONCRETE COLUMN CAP w/ # REBAR SET AT MID DEPTH. 12 LEVER MODEL#L9070 114"RADIUS EDGE-TOP SIDE ONLY. .1 <� x.1 a$°°POST 4. 2"X2"'SQ.12 GAL.TUBULARSTEEL GATE FRAME 2. 6 x 8 x 16 PRECISION BLOCK.FILL CELLS SOLID. 2 S . W/CORNERS MITERED,WELDED,&GROUND SMOOTH, 3. 811 x 8"x 16"PRECISION BLOCK.FILL CELLS SOLID.KEY IN FIRST COURSE INTO FOOTING. - 314"SO. SQLID PICKETS 5, 3/4"SQ.SOLID STEEL NCE PICKETS 1 ALLOWED BY BODE}.AL{4"CLR,MAX.OPENING 4. LEDGESTONE WITH 9"-1"BATTER.PROVIDE VENEER TIES AT EA.COURSE. 6. 30'°DEEP X t2°SQ CONCRETE FOOTING FOR STONE VENEER TO MATCH ENTRY ARBOR TYPE AND COLOR. SEE DETAIL A THISS {IB i 22'°S .x.1$8"BOTTOM RAIL 1 Q GATE. n 44 EDGE OF FASCIA TRIM30" 5. FILL SOLID WITH CONCRETE SLURRY.CHECK WITH GAZEBO MANUFACTURER 7. SH DEEP X t2"SQ. NCRETE FOOTING. FOOTING R ENCASEMENT OF POST. � 00 SHALL ACHIEVE 2500 PSI @ END OF 23 DAYS, I i CROWN TOP 1"AS SHOWN TO DRAIN. 6, GAZEBO STEEL POST. A 3 000 008. 3"BUTT HINGES,3 PLACES. dmw ® -'�° ;,. 9. 3"SQ.12 GA.TUBULAR STEEL POST SET IN COLUMN SEE DETAIL IF 13-0- 7. 4 FOUR 1/2"X 10"ANCHOR BOLTS PER GAZEBO MANUFACTURER'Sob 8 5"x 7"G®LUMNs w! ,�� (( , 4 2°° IDE x Fi"THICK MAINTENANCE AN CONCRETE FOOTING. CONCRETE SOLID PAST 4-ANCHOR BOLT PER RECOMMENDATIONS/STRUCTURAL CALCULATIONS PROVIDED BY i I COLUMN O PQLIGON STRUCTURES. D.= �, S 2,° T IUD DEPTH.S TOP E.#3 CONT. ATOUND _ L TRUE a� 8. ADJACENT CONCRETE SURFACE. 5 _ O.C..) 4"CLEA FENCE POST LOCATIONS)CRO TOP TO t0. 16"KICK PLATE(ADA APPROVED} CENTER OF STRUCTURE 01 % ,`� 0 � MAX (N t 1. CLOSER WELDED TO POST&FRAME. UPPER COLUMN ��a�q�, 9. #5 VERTICAL REBAR @ 4 PLACES.BEND ENDS INTO FOOTING. E i 6 P.G.G. P.) `� B°.� v� : I I NOTE: UPPER US 24 1a. COMPACTED SUBG E PER SOILS ENGINEERS REPORT. 7 8COMPRE12 TING AND REBAR PER STRUCTURAL BB NOTES: q 6 -ALL CONNECTIONS TO E CONTINUOUS WELDED. SSI I c, 11, GAZEBO POST CONCRETE FOO ENGINEER'S CALCULATIONS,SHEET S1. 7 5 REMOVE ALL SLAG&SPLATTER&GRIND ALL WELDS L 1. ALL FENCE F MEMBERS SHALL GALVANIZED TUBULARWITH SOLID STEEL STOCK PICKETS. SMOOTH. ALL TUBING W HAVE ENDS WELDED UPPER TENSION f 12% . POST TO BEAM CONNECTIONS PER GAZEBO MANUFACTURER'S CLOSED. PAINT STEEL WITH(1)COAT ZINC 13 S UNIT WELD AND GRIND SOOTN ALL JOfNTs. -:�} CHROMATE PRIMER&WITH(2)COATS RUSTOLEU ° SPECIFICATIONS/STRUCTURAL CALCULATIONS. . R 2. A RICAT PANELS A , _ (COLOR PER DSCAPEARCHITEC) f . _'�-' c> CONT CTOR TO MOUNT SIGN ON OR ADJACENTTO LOWER TENSION I 13. 1/4"'EXPANSION JOINT. t ° � � 10 3. APPLY ZINC-RICH PRIME COAT A WELDING PANELS TO POSTS. CLEAN � _ 4- DOOR SAYING"THIS GATE IS TO REMAIN LOCKED IN THE o OPEN POSITION DURING BUSINESS/SCHOOL HOURS OR ® AND GRIND SMOOTH,TOUCH-UP PRIME COAT. DURING ANY PUBLIC FUNCTIONS." GAZEBO MODEL: 5 SQ. 4. APPLY 2 COATS SEMI-GLOSS RUST RESISTANT ENAMEL BY ELECTROSTATIC SQ. -DO NOT INSTALL SIGNAGE ON GATE TO WETLAND 4 GOX 36 TG/SH NOTE: WI 7 #4 CLOSED LOOP SPRAY METHOD AFTER INSTALLATION. COLOR TOB "FOREST GREEN". AREA, 181-011 TONGUE GROOVE ROOF DECK SEE S1 FOR STRUCTURAL CALCULATIONS,DETAILS,AND FOUNDATION PLAN '� ( } SHINGLE ROOFING HOOPS EA.WAY 11 CARMEL STANDARD ORNAMENTATION M GETUMID"ULAR STEEL FEN" 0 K A IDE STEEL GATEGAZEBO WITH' CUPOLA GAZKOE130 DETAIL GAZEBO POST W/ ST NE VENEEIR, CATY STANDARD ffum% ETAIL 411ru MENEM= i TUB. L . NTS LE.- INTS SCALE: NTS SCALE.- NTS S T_ 1311 14-1/4" S-CA Pe 330mm 3 2mm Kr umLEGEND: 1 8 �* -...- 1. BARBECUE GRILL 31-1/4'° 3 2 MODEL#100101A MADE BY LANDSCAPE 1794 7-3a:Ure� STRUCTURES.COLOR BLACK LARGER 11 one ate 17 MODEL FOR GROUP BARBEQUE TO BE USEDn�xe 432mm , ;:a ' • : ' _ _ . • • _ _ .. '� FOR GAZEBO AREA.ALL OTHERS STANDARD • - . 2 MODEL.AVAILABLE FROM COAST • ••" ° ' 2 PTI NAL . _ -- - • . RECREATION.ATTN:GREGG OGRE 2 TILE - - - • = . - CONTACT NO.(949)553-8065. 1 mm -� - _ . _ - - _ -- • - i _- • - •oSTRAINER - . • /- L- ' . Q .Ab _ b( UPPLI )2. BARBEQUE SLEEVE. mom - 3 3. 31/2"O.D.IRON PIPE,40"LONG,PAINTED 4 31 • • • . . AGC S 1-1/2" IPS LACK. T AST 1%SL 40 OPE 4. CONCRETE PAVING,S CONSTRUCTION ...' ( Y S) 34 1O16mm 5 4 864mm PLAN. S R IV SQ 2711 . 4"LONG#3 REBAR. CONTRACTOR TO (SUPPLIED) 6 mm 4 5 PROVIDE 5/8"O HOLE FOR REBAR. CONCRETE _ 5 1/2"-13 O S I ISH LEGEND: DATE DVD 6. 1814 18II CONCRETE FOOTING. LEGEND: ( T S} GRAD 7. COMPACTED SUB-GRADE R SOIL 1. BRONZEANODIZED ALUMINIUMLID WITH CHAIN CONNECTION6. 4a v 1. CONCRETE CURB.1/2"RADIUS TOP DDE.S I -1 ENGINEERS PORT. � ` � ao �s �e e ® � �' 4 � p TO INSIDE OF RECEPTACLE.PTACL . P ® . o 4 'r a 2. 12"DEEP SILICA SAND NOA 6. ` ?° 1/41, IPS SUPPLY `'' 6 27"DIA.x 32"HIGH PRECAST GQNGRETE TRASH GPTACL ;__: :.:: . TVIA SPUNBOUND 40 OZ.FILTER FABRIC#1114,PLACE B SAND& -Q. YOTHERS)-SEEP I ADI -- 0 WITH LIGHT SANDBLAST FINISH-MODEL#S-TDR-3 NATURAL COLOR LO 4 �...�_.Co ( NATIVE SOIL. :�. �. . Q®:�: PROFILE TOP WITH ATTACHED CHAIN MAD BY DURA ART STONE, :� e.4°j.._ __. o VICTORIA ARBORS PARK (909)350-9000. oa:° : 4. DRAIN PIPE. LOCATION AND SLOPE PER GRADING PLAN. EAST OF ARBOR LANE 2'-01' DIA.X 4'-0" CONTRACTOR TO BOLT TRASH ENCLOSURETO CONCRETE SLA USING 5. 6„ PLANTER DRAIN. SEE ENG.PLANS FOR LOCATIONS. 318" G BOLT AND LEAD SHIELDS AT(3)LOCATIONS. :._.:: . CRUSHEDGRAVEL SUMP ...: QQ.�aa_®QQ a=�: _:a; 6. NATIVE SOIL.COMPACTED TO 90%. 4. CONCRETE SLAB OR MOUNTING PAD FOR PLANTER CONDITION. :- 7 (`;%ONSTRm%j'1CTION DETAIL%O"k COMPACTED SUBGRADE. NOTE:10 MODEL#3150 BASEBALL FIELD. CONTRACTOR 0 TO PLUMB AND LEVEL FOUNTAIN DURING INSTALLATION PER MANUFACTURER'S SPECIFICATIONS AND LOCAL CODE. L ��LiLe DESIGNARCHITERRA URECOMMENDED DESIGNTOT LOT E"&iAND W/ DRAINAGE GPD PLANNING LANBARBEQUE TRASH' RECEPTACLES ElmAWS DRUNKING% Fue""UNTAIN (41113150) DSCAPE 10621 CHURCH STREETRANCHO CUCAMOA,,SUITE 106 SCALE: CA 91730 SHEET SCALE: NITS T SCALE: NTS (909)484-2800 FN(909}484--2802 L-1 5 dwmm JLP CHECKED DRAWING NO. GPD DATE 4/26/04 2.013 ARCHITERRA LEGEND: 1 Sar 7rr 4 12 5 1 2 3 4 6 1. SEMI-ROUND ALUMINUM CAST POST CAP. 2 3 1 . 1-5/8"DIA.TOP&BOTTOM RAIL. 20 3. 3 O.D.SCH.40 LINE POST. 2" _ _ 4. B GAUGE,2"SQ.GALV.STEEL MESH.FABRIC SHALL NOT EXTEND MORE THAN 1 MAX. - - :-®_: _ ®_ :p 1"OVER TOP RAIL. ATTACH FABRIC TO POSTS&RAILS ON BALL FIELD SIDE. 1�� @TURF LEGEND; 5. 181/8"DIA.CONCRETE FOOTINGAL . b. . . 2 SHRUBS 6. 4 p : 7. 8"x 12" THICK MOWCUR .1/2"RADIUS TOP EDGE.SEE f L- . tS:�?. b- = - - z 1 1. TIMBERFORM METAL BOLLARDS WITH o SOILS ENGINEER'S REPORT. - _ =V .- 8 90%COMPACTED SUBGRADE OR PER - ;.. . :b. - _• ,_ _ . _ TOP IL O COLOR - FETY BLUEO"POWDRCOATD. S U T w ,.a e, -�-4 -®-� B OP COVER.SECURE.,. C T - ,.; � LI N �- ® CHAIN NK F . ..,.... "SA ...:. .. :° FINAL COLOR TO B «o Q `-2%MIN.S O `•° - 4: = cn .°TO DRAIN �= 7 APPROVED BY THE CITY. c„ FHD _ _ _ �- 11 a 4 L TO B:b' ?- = : = - = - 2. COMPACTED SUBGRADE PER SOILS ED � 10 ENGINEER'S REPORT. ED STEEL. `P�°�•� - - a as 2 8 - 3. 12"X24"DEEP CONCRETE FOOTING. `.rQr "Q: :- cs- NOTES: `• 4. #4 REBAR SET AT MID-DEPTH. LEGEND: - � - - LEGEND: 1. TO INSURE PRODUC AR NTY, - CONTRACTOR IS TO PREP AND INSTALL 1. CONCRETE CURB W/DEEP FOOTING-112"RAD,TYP.ALL CONCRETE EDGES 4 �`' S 2 3 C 1. TOT LOT DE. SEE f f . SURFACING PER MANUFACTURER 2. SILICA SAND#16 OR EQUAL,FREE OF ORGANIC MATTER AND SILTS SPECIFICATIONS. 2 LO 2, 1/4°'EXPANSION JOINT. 3. 1/4"WIDE EXPANSION JOINT wITHIOKOL BEAD PER CONSTRUCTION PLAN - 3 . A MANUFACTURER'S REPRESENTATIVE r 3. "PLAYBOUND"POURED-IN-PLACESURFACING TO I TO B PRESENT DURING 4. CONCRETE PAVING PER CONSTRUCTION PLAN 3 LEGEND: BE FLUSH w/CONCRETEDG INSTALLATION TO ENSUREUNIFORMITY. 5. FINISH GRADE 1. LOOP STYLE BIKE CK Wi FLANGES FOR MOUNTING-MOUNT 4. "P YBOUND"BASE PEAT LAYER. 6. #4 REBAR DOWEL IN SLIP SLEEVE @ 30"o/c. 12rr PER MANUFACTURERS SPECS-POWD COAT COLOR PER 2 CITY OF RANCHO CUCAMONGA.LANDSCAPESTRUCTURES.MODEL#100102A- 5. 30°MAX. 7. #4 VERT.REBAR @ 30"o/c AND 2-#4 REBARS CONT.HORIZONTAL AVAILABLE FROM COAST RECREATION.PHONE NO.(714)553-8065. 8. FRENCH DRAIN.SEE CIVIL ENGINEERS PLANS. 2, DEEPENED FOOTING IN SLAB @ AREA OF MOUNTING . SILICA SAND#1 OR EQUAL.FREE OF ORGANIC MATTER AND SILT. 9. CLASS 2 AGGREGATE w/PHILLIPS FIBER-SUPAC#4MP W/12"OVERLAP FOLD NOTE: n r ALL BOLLARD PARTS MATERIALS AVAILABLE FROM COLUMBIA 3. 90%COMPACTED SUBGRADE ° 4 ® 4 4 7. #4 REBAR w/CARDBOARD SLIP SLEEVE @ 24 O.C. 10. COMPACTED SUBGRADE PER SOILS ENGINEERS REPORT. CASCADECOMPANY.PHONE NO.(503)223-1157 ;3 8. 4"THICK CONCRETE SUB-BASE w/8"THICK FOOTING DG AND AY. 11. FILTER FABRIC. 4. SECURE TO CONCRETE WITH 4-7/16"DIA.BOLTS WITH t$- j r LEAD SHIELDS. CUT OFF EXCESS BOLT THREADS AND MASH _ � :��. ':-� :'a�, ® 12. SCORE JOINT. ENDS TO PREVENT REMOVAL. C �•t�•. 7 � �- 9. SATO TED&COMPACT SUBGRADE O 90/o PRIOR TO POURING NOTE: 24 as WEAKENED PLANE JOINTS @ 10'O.C.MAX. EDGE (RAMP) TOT LOT CURB EDGE FIX[EwD BOLLA RD""' r B I K E R%AC%; 1A 01 H1 G 11 C I`A I N L I N K F E N C EMEEMMEMENEWOMMMOMMTOT LOT So ' RF. wommum w p SCALE: NTS NTS TSCALE- SCALE- SCALE: NTS SCALE: LEGEND: 2 1. NATURAL COLOR,PRE-CAST MUSHROOM ALL CAP. AVAILABLE FROM ORCO BLOCK CONTACT O.(800)473-6726. w 2. 8"X6"116"TAN COLOR CONCRETE SLUMP BLOCK. cc GROUT CELLS SOLID. GROUT TO MATCH SLUMP BLOCK DOLOR. CO <c C 7 1 3 PAINT WITH ANTI-GRAFITTI SEALER ALL XPOS DSO FA 2 3 Q 1 3a 1 ui a ° 3. #4 REBAR VERTICAL 24"o/c-ALTERNATE 4'-8'r BENDS IN FOOTING. 1 4 _.�.� ____ - � ® - 4, ADJACENT FINISH SURFACE. s - - - - - c" 5. 12"x 24"CONTINUOUS CONCRETE FOOTING. 11 7 - - - - ° -- 48"OFFSET KEY FIRST COURSE INTO FOOTING. 1 - - ate- 8 1 12° - - . - - -- - - - 6. 90%COMPACTED SUB-G D OR PER SOILS ENGINEER'S REPORT. 2 - - - LEGEND: - SLOPE TO AIN 1 4 4 12" E 1, BASKETBALL BAGKB(7ARD AND POST MODEL 7. #4 REBAR HORIZONTAL CONTINUOUS @ TOP, 3 INFIELD MIX T BACKSTOP INFIELD MIX WITIN INFIELD 12C56 WITH RIM MODEL HD600 BY L.A.STEELCRAFT. =� MIDDLE AND BOTTOM. = 4 4 6 AVAILABLE FROM COAST RECREATION. PHONE NO.(949)553-8065. g - 8. ADJACENT FINISH GRADE. 10 LEGEND: 2. CONCRETE PAVING-SEE ENLARGEMENT AIL C,SHE L-13. " EP X 3a"WIDE CONCRETE FOOTING. e 9. MAR-FLEX 500 WATERPROOFING MEMBRANE OR EQUAL _ m `* ® �a--4 1. CONCRETE PAVING PER CONSTRUCTION PLAN. 3. 4s DE 4 3 . LEGEND: 4. COMPACTED SUBGRADE PER SOILS ENGINEER'S � 10.1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT -°� 4.. �. 2. FULL SIZE 16'HIGH)PERMANENT BASEBALL BACKSTOP-STLCRA REPORT. WITH TEAR-AWAY TOP. t - 1. FINISH GRADE/ADJACENT PLANTING O TURF AREA. MODEL#1644T. AVAILABLE FROM: COAST RECREATION-9491553-8065 :FOOTINGS MANUFACTURERS 12 w TIL f . INSTALL BACKSTOP FRAMEWORK FO 11.ATRIUM DRAIN.CONNECT TO DRAINAGE SYSTEM PER CIVIL ENGINEER'S PLANS, . CONCRETE O STRIP. INSTALL PER , SPECIFICATIONS. (FOOTINGS NOT SHOWN IN DETAIL ENLARGEMENT) NOTE: �,, VERIFY/COORDINATE DRAIN GRATE AND PIPE DIA.WITH ENGINEER'S PLANS. GEMENT FOOTING SPECIFICATIONS ARE FOR BIDDING OFF CENTER TO ACCOMMODATE SPECIMEN TREE. _ . INFIELD MIX.SEE ALLFIELD ENLARGEMENT . INFIELD MIX PER MANUFACTURERS SPECIFICATIONS. DETAIL -1 FOR SPECIFICATIONS.AS SUPPLIED BY GAIL MATERIALS. PURPOSES ONLY.ACTUAL FOOTING SIZE PER ra ' „ MANUFACTURER'S RECOMMENDATIONS AND � 12.3"DIA.PERFORATED PIPE WITH 3/4 CRUSHED GRAVEL ALONG BACK SIDE OF WALL. 6 INSTALL IN(4)EQUAL LIFTS,COMPACT EACH LIFT. 4. 12 WIDE 8 HIGH RAISED CURB CONTINUOUS BENEATH BACKSTOP. w ' WIND LOAD FACTOR DETERMINED BY CITY 30 CONNECT TO DRAINAGE SYSTEM PER CIVIL ENGINEER'S PLANS. CL °� ," ' 4. COMPACTED NATIVE SUB-GRADE. OF RANCHO CUCAMONGA BUILDING AND SAFETY a VERIFY/COORDINATED IN GRATE AND PIPE DIA.WITH ENGINEERS PLANS. 24Of 5. #3 REBAR CONTINUOUS. DEPARTMENT. CONTRACTOR TO PROVIDE FINAL STRUCTURAL CALCULATIONS FOR CITY SUBMITTAL, 13. CONTRACTOR TO BACKFILL ALL ISD PLANTERS WITH CLEAN TOPSOIL. DO NO 6. 90%COMPACTED SUB-GRADE USE EXISTING SITE SOIL. NOTE: 7. SCORE JOINT. CONTRACTOR TO APPLY(2 COATS)ANTI GRAFI TTI SEALER O ALL EXPOSED WALL SURFACES. CAP 10 REMAIN UNPAINTED,L NATURAL. 18" INFIELD DETAILS BACKSTOW CURBING BASKETBALL POST Menem= LEGEND: T SCALmineel"lu" Innnn!" PLANTER SEATWALL------ E. T NOTE: SCALE: NTS 11 CONTRACTOR TO INSTALL ALL EXCERCISE EQUIPMENT& S CA Pp 4 1. 18 SQ.BRASS MONUMENT PLAQUE WITH 3 LONG LEGEND: SIGNAGE PRIOR TO RUBBER SURFACING. 19 THREADED RODS @ 4 PLACES.EMBED BARS INTO COLUMN. 1 2 TXT/GRAPHICS TO B DETERMINED BY CITY. CONTRACTOR 8 5 TO PROVIDE 1:1 MOCKUP FOR APPROVAL PRIOR 1. RUBBER SURFACING TO BE"PLAYBOUND" POURED-IN-PLACE SURFACING SYSTEM `� OVER CONCRETE BASE.COLOR CODE H64."PLAYBOUND"SURFACE AVAILABLE �. ___ _ _ 4 ' CASTING/INSTALLATION. ®- .® . � 24 TO PLAQUE CASTING/I FROM:COAST RECREATION,INC.NEWPORT BEACH,CA,92660 °� e 112"R n rgnat 2. 8 x 8 x 16 PRECISION BLOCK.KEY IN FIRST PHONE NO.(949)553-8065 Attention:GREGG ROGERS :�... _.. -31- 10 COURSE INTO CONCRETE FOOTING, i 8 2. 6"WIDE x 12"DEEP CONCRETE CURB WITH#4 GONTCNOUS REBAR SET ON CENTER. RADIUS TOP EDGE. -,� 10 , enc�at ate t� - .' GRAVEL BASE Date 3. (4)#4 VERTICAL REBAR.ALTERNATE BENDS 3. SIT-UP STATION WITH SIGNAGE.MODEL NO.100058. �, ,,�- r F 1 30° e 2 INTO FOOTING. cm TYP 4. INTRO STATION.MODEL NO.112788. ` *``� '- - q 4 b. 1 �, 4. NATURAL COLOR STUCCO FINISH. 6 - 5. CALF STRETCH WITH SIGNAGE.MODEL NO.112948. 3 ``-- -•�' a 2 3 fl) I a 5. # HORIZONTAL REBAR @ 24"O.C. 6. WARM-UP BENCH WITH SIGNAGE.MODEL NO.100090B. a ' 11 6. 1/4"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT. TS L-19 L-12 FOR LOCATION&SPECIFICATIONS. 4 �' ~` '~ 7 6'a j 7. HARDSCAPE EDGE.SEE CONSTRUCTION PLAN, ; 1 , 00 7. ADJACENT CONCRETE. 8. SAFETY ZONE. e 7 8. 0%COMPACTED SUBGRADE OR PER SOILS ENGINEER'S 9. JUMP TOUCH STATION WITH SIGNAGE.MODEL NO.112790. w 2f N 4 CM _ _ - 12 .t - - : -�t ; REPORT. _ _ _ _ _ _ ° _ . _ _ - . . _ _ . . - �. - - - - . •- - - - 1 2 7 6 5 10. STEP-UP STATION WITH SIGNAGE.MODEL NO.100062. - . 23'-9° i. 9. 3'-0"SQ.BY 1-6"DEEP CONCRETE FOOTING. 11, PULL-UP STATION WITH SIGNAGE.MODEL NO,900061, _ EQ.- EQ DESCRIPTION OF REVISION DATE APPROVED :�:=: 10.3 THICK PRECAST CAP WITH INSERT FOR PLAQUE 12. ISOMETRIC SQUAT WITH SIGNAGE.MODEL NO.112789. A M 00% NH 0O'NITY of RAN . EXERCISE NODE 3 ° , ' : Y PINAPPLE DESIGN.PHONE NO.(800)771-4595. 23°-9" 13. SPRING-UP STATION WITH SIGNAGE.MODEL NO.1 59. __ t 8 11.8"X 8"RANCHO CUCAMONGA BRONZE LOGO OF -�a" GRAPE CLUSTER MOUNTED TO BLOCK. FINAL 1.1 MOCKUP 14, COOL DOWN STATION WITH SIGNAGE.MODEL NO.100090A. TO B APPROVED BY CITY PRIOR TO CASTING/INSTALLATION. p A v , ® '�. INA ' 14 ARM .,. ., .... VICTORUA ARBORS r 3311 CL r 0aa t-•. ° NOTE: . . LIJ 7 1 :; ;E. - s SECTION CMVERIFY SIGN LOCATION WITH CONSTRUCTION PLAN.EQUIPMENT AVAILABLE THROUGH COAST �`b 7 - ` CO'NSTR"C"TION r"%ET ILS 4- •- s...; ' ;p.�• RECREATION.PHONE N0.(949)553 5.CONTACT:GREG ROGRS. Lj ` % �''• 4 O VERIFY SAFETY ZONE REQUIREMENTS WITH MANUFACTURER PRIOR TO _ _ CONTRACTOR T - " G � NOTE: �•' •-T° INSTALLATION. - - - - - : . -. -_ - r m - RCE CONTRACTOR TO PROVIDE SHOP DRAWINGS I ENGINEER CITY - OF PLAQUE CONTENT TO LANDSCAPE Q Q i am ARCHITECT, PLAN VIEW I 23'-9" DESIGN GPD IDSCAPE ARCHITECTURETERRA SITESITE PLANNING EXPERCIEn"i'RE AREA LEGEND EXERCISE AREA tr:"5%LOW-uv 10621 CHURCH STREET,SUITE 106 WETLAND POND P LAQ U ERANCHO CUCAMONGA,CA 91730 SHE mum (909)484-2800 FAX: (909)484-2802 ET L. 6 SCALE: NTS SCALE: NTS ALE' NTS JLP GPD_ DATE 4/26/04 f IT JOB No. 0228-4 PROJECT SHEET -(-7 OF 37 A COBBLESTONE 2%N R.O.W. FLAT SIDE UP LEGEND: 8"PC CITY ST CURB , PER CITY STD.534 MORTAR 7�.MORTAR JOINTS SIDEWALK tt2"-1" TO ACCENT OMBLE OR CONCRETE COBBLESTONE HEADER LEGEND:(FOR DETAILS D&E) 1. SEMI-ROUND ALUMINUM CAST POST CAP. 6° HARDSCAPE 1 r ^� �=,� +- r�. . 1-1/2"DIA.TOP&BOTTOM RAIL. CURB MORTAR EVEN 1 _ MORTAR 1. 3"SQ.12 GA.TUBULAR STEEL POST. 6"MIN, AND WALK 3. 21/2"O.D.SCH.40 LINE POST. Q EO "' 3'-0"CLR.MIN. 2. TUBULAR STEEL FENCE ASSEMBLY-SEED AIL ,SHE L45. 4. 9 GAUGE,2"SCO.GALV.STEEL MESH.FABRIC SHALL NOTE D MORE THAN 10 Of ��� COBBLESTONE�° 1� i 2 1"OVER TOP RAIL. ATTACH FABRIC TO POSTS ILS ON BALL FIELD SIDE. 1 A 1 3. SCHLAGE L-9000 SERIES STAINLESS STEEL MORTISE . 1-112"DIA.HORIZONTAL BRACING. N LEVER MODEL#L9070 WITH LOCK. 6. 36"X 18"CONCRETE FOOTING. 24 (LOCATE PERPLAN) EDMGE(�GOBBLEE TH AT 4. 2"X2"SQ.12 GAL TUBULAR STEEL GATE ME W/CORNERS MITERED, 7. "WIDE MOWCURB.SEE IL I ©' SIDEWALK COBBLESTONE WELDED,&GROUND SMOOTH. 8. 90%COMPACTED SUBGRADEOR PER SOILS ENGINEER'S REPORT. = - 4 ENDCONLNfLON 5. 3/4"SQ,SOLID STEEL FENCE PICKETS @ 4"a.C.MAX.TYPICAL 9. CHAIN LINK FENCE TOP COVER.SCUR TO TOP RAIL. : .. ^., (4°GLR.MAX.OPENING ALLOWED BY CODE). - 3ONCRETEBE ? 6. 30"DEEP X 12"SQ CONCRETE FOOTING FOR GATE. NOTE: CONCRETE BED ALL METAL TO B 3 " HOT-DIPPED t;" 24` 6„ _ - q - - _ 7. 30 DEEP X 12 SQ.CONCRETE FOOTING. FOOTING SHALLACHlEVE 2500 PSI GALVANIZED STEEL. END OF 28 DAYS.CROWN TOP 1"AS SHOWN To DRAIN. 2"MAX M,ORTAREDSTONESWALE C7 10 8. 3"BUTT HINGES,3 PLACES. L to 6 a L� :_ = 9. 3"SQ.12 GA.TUBULAR STEEL POST SET IN CONCRETE FOOTING. COBBLESTONE CONCRETE CURB d - a"CONCRETE BED W°r 93 BAR eo CONCRETE SOLID PAST VOID. BENEATH COBBLE 10. GATE CLOSER WELDED TO POST&FRAME. -� - - '" sEEABovELrAIL 11. GRAVEL PATH WALKWAY.SEE CONSTRUCTION PLAN SHEET L-11&L-12, 4 CURB 6 GUTTER Ftt END CONL�TION A 2'MIN.t4'MAX.RAD, FOR SPEGIFIGATlaNS. `. °, g 12. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. 13. LOCKABLE GATE HASP,WELDED TO GAT E FRAMES. ACCESSIBLE FROM 5 8"PCC MOW CURB PER P.A. PARK SIDE, PAINT TO MATCH FENCE.LOCK TO BE SUPPLIED BY CITY. cRYSTD.534 9:` :•+ 14 WELDED ON WETLAND SIDE TO ONE SIDE OF GATE. f INT TO MATCH GATE. 3'ftrJN./4'MAX RAD. .o..,•.:-:..�•.:•:r ..+ •'=` �:;.= PA . P 2"x4 w NOTES SIDEWALK HARDSCAPE 15. CANE BOLT ATTACHED TO GATE PANEL.PAINT TO MATCH GATE. 1. CONCRETE CLASS 520-LT-M. MOUNT ON PARK SIDE. 2. ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: JINN AT RIGHT ANGLES(TYR) LEGEND: BOULDERS:MAX.T-V'=MIN.2'V COBBG'WITH ONE FLAT SIDE Ir 3. BOULDERSHALL HAVE 113EMBMIN. RENT COBBLES SHALL HAVE NEM.BEDMENT, � Ca_ � � � 16. 8"DIA x 12"DEEP CONCRETE WITH DEEP CANE BOLT SLEEVE. „ tt ,� 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WI H CLASS'D'MORTAR.1 PART CEMENT 7 1. 6 WIDE BY 12 THICK CONCRETE CURB.1/2 RADIUS TOP EDGE. T02.1/2PARTS SAND,2 PSI PORTLAND CEMENTCONCRETE.(NO`DRY-PACK"IS ALLOWED) _ 2. (2)#3 GONTINOUS REBAR. 5. ASAMPLE AREA,MIN.40SQ FT.,SHALL BEAPf ROVED BY THE CITY INSPECTOR,PRIDRT0 0 17. 4"THICK 3/4"COMPACTED CRUSHED GRAVEL. PROCEEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCS TO BE APPROVED BY THE CITY INSPECTOR. c\j3. 114"THICK FULL DEPTH POLY FOAM EXPANSION JOINT WITH ALLLLCOBBLAES ONEARREEAASSHALL HAVE 6"ROUNDED DxVCONCRETFREE OF EH ADERASAANEDGE AONABLE T RANTING.SSNEIRONCONTENT. �} fi2 :� :�• a ; : .:a :4 TEAR-AWAY TOP. 8, ROCKSCAPESHOULD FOLLOW GRADE WIHERESLOPES EXIST AND MANTAINA2%MN.ATALL TIMES WITHIN THE R.O.W. GAJ- 4. ADJACENT CONCRETE SURFACE.SEE CONSTRUCTION PLAN FOR 11 - NOTE: SPECIFICATIONS. 4 - �' ALL CONNECTIONS TO BE CONTINUOUS WELDED, i = -11 = 90%COMPACTED SUBGRADE OR PER SOILS ENGINEER'S REPORT. Q REMOVE ALL SLAG&SPLATTER&GRIND ALL WELDS :q c c1 APPROVED BY: RIVER WASHED GRANITE STANDARD PLAN :.� • - :to . 6. ADJACENT FINISH GRADE. Q CLOSED. PAINT STEEL WITH(1)COAT ZINC u SQ. SMOOTH. ALL TUBING TO HAVE ENDS WELDED CHROMATE PRIMER&WITH(2)COATS RUSTOLEUM ¢ CITY ENGIY4%%3 E % DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 PAINT COLOR TO BE"PORES GREEN", R.C.E. 243 .0" WIDE M A 6' rH'IGH CHAIN LINK FENCE 6" WIDE RAISED CURB COBBLE PAVING Ik 'TENAN`E ACCEm"SS GATE ri-A IN mummIlImmmommommommom SCALE.- NOT TO SCALE - T : ® CALE. T " W 6,t Z _ SPACES ' RESERVED FOR HANDICAP 2 FACILITIES IN THIS PARKING LOT =� ;' ON EASTERN CONDITION,SET cCL a EDGE OF CONCRETE CURB °� (NEAREST TOE OF SLOPE) ALIGN �,- . 41_(tilt 6tt "L 2°FROM TOE OF SLOPE INTERNATIONAL S BOL FOR : Q• .: - TYPICAL TYP ACCESSIBILITYel 5 + UNAUTHORIZED VEHICLES 1 2 ®+®' NOT DISPLAYINGOno 4& P+� DISTINGUISHING LICENSE PLATES vM:.1 I: •�° 17"X 22"RFLECTORIZED SIGN OR PLACARDS ISSUED FOR _•_ ' __ + OF PORGLAf N ON STEEL MOUNTED PHYSICALLY DISABLED PERSONS 't J. �,, ®� ON A 3"DIA.GALV.STEEL POLE SET IN MAY BE NERVED AWAY AT THE OWNER'S EXPENSE. + A CONCRETE FOOTING. BOTTOM OF TOWED VEHICLES MAY BE RECLAIMEDdm SIGN SHALL B MOUNTED AT 80" AT ABOVE FINISH GRADE.TEXT SHALL BE OR BY TELEPHONING LEGEND: , MIN.1"HIGH. CVC SECTION NO. 4 1. ADJACENT FINISH GRADE PER CONSTRUCTION PLAN. 2. 112"RAD.TOOL CURVE ALL EXPOSED EDGES. 3 NOTES: LEGEND: 3. CHAIN LINK FENCE.SEE CONSTRUCTION ENLARGEMENT DETAIL , L-13. 1. SEE SITE PLAN FOR LOCATIONS OF ENTRY SIGNS AT EACH ENTRANCE TO OFF-SITE PARKING. 1. 6"WIDE BY 4"THICK NATURAL COLOR,MEDIUM ROOM FINISH CONCRETE.EXPOSED EDGE 112"RADIUS. 4. ADJACENT FINISH GRADE.SEE CONSTRUCTION PLAN L-12. LEGEND- 2. CONTRACTOR SHALL CONTACT GOVERNING AGENCY TO OBTAIN NECESSARY INFORMATION TO 2. ADJACENT FINISH GRAD COMPLETE THE SIGN TEXT. 5. 12"WIDE BY 8"HIGH CONCRETEMOWCURB. 1. 3"THICK NATURAL COLOR,COMPACTED 3/4"CRUSHED GRAVEL. . COLD JOINTS PER I , L-14. 6. #3 REBAR CONTINUOUS,WEAVE BETWEEN FENCE POSTS. 2. 6"WIDE BY 6"DEEP CONCRETE MOWCURB PER CITY STANDARD DETAIL#534 4. COMPACTED SUBGRADEPER SOILS ENGINEER'S REPORT. SEE TIL , L-14. 7. 90%COMPACTED SUBGRADE OR PER SOILS ENGINEER'S REPORT.5. ADJACENT CONCRETE CUR PER CIVIL ENGINEER'S PLANS. 3. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. ac 8. CONCRETE FOOTING.SEE CONSTRUCTION ENLARGEMENT FOR CORRESPONDING FENCE TYPE.PER TIL L-13. 12" WIDE CONCRETE STEP OUT 12" CONC"'RETE MOWCURB MAINTENANCE GRA VEL VATI`1mWA%y'r HAiNmUICAP ENTRY SIGN mm SCALE- NTS SCALE.- N.T.S. : , LEGEND:(FOR DETAILS D&E) iiiii 1. 3"SO.12 GA.TUBULAR STEEL POST. S mW��, qac 2. TUBULARSTEEL FENCE ASSEMBLY-SEE D AIL G,SHE L-1 5. a� 6'-0"CLR.MIN. 3. SCHLAGE L-9000 SERIES STAINLESS STEEL MORTISE 1 10 LEVER MODEL#L9070 WITH LOCK. -� TYP 13 14 18 4 4. 2"X2"SQ.12 GAL.TUBULAR STEEL GATE FRAME W/CORNERS MITERED, tgna ce WELDED,&GROUND SMOOTH. ene ate Nr- 5. 3/4"SQ.SOLID STEEL FENCE PICKETS @ 4"O.C.MAX.TYPICAL ,A Date � (4"CLR.MAX.OPENING ALLOWED BY CODE). l�. F OF C 6. 30"DEEP X 12"SQ CONCRETE FOOTING FOR GATE. 2 7. 30"DEEP X 12"SQ.CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2500 PSI @ END OF 28 DAYS,CROWN TOP 1"AS SHOWN TO DRAIN. 8. 3"BUTT HINGES,3 PLACES. 9. 3"SQ.12 GA.TUBULAR STEEL POST SET IN CONCRETE FOOTING. NOTE: CONCRETE SOLID PAST VOID. CONTRACTOR TO COORDINATE FABRICATION OF MAINTENANCE 10. GATE CLOSER WELDED TO POST&FRAME. ACCESS GATES AT WETLAND OVERFLOW WEIR WITH CITY. 2" iD MAXIMUM CLEARANCE ALLOWANCE AT BOTTOM OF GATE TO 0000, 11. 6"WIDE BY 6"DEEP CONCRETE MOWCURB PER CITY STANDARD DETAIL#534 CONCRETE HEADER. CITY TO DICTATE GATE CONFIGURATION SEE DETAIL ,SHEET L-14.0ollo '00, TO EITHER MAINTAIN EVEN HORIZONTAL TOP RAIL WITH PERIMETER 9 FENCING(TALLER GATE REQUIREMENT)OR MODIFICATION OF bURIPTION OF REVISION 12. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. PERIMETER FENCING TO FOLLOW SLOPE ANGLE AT WETLAND WEIR, g 13. LOCKABLE GATE HASP,WELDED TO GATE FRAMES. ACCESSIBLE FROM CONTRACTOR TO PROVIDE FINAL SHOP DRAWINGS PRIOR TO DATE APPROVED PARK SIDE. PAINT TO MATCH FENCE.LOCK TO BE SUPPLIED BY CITY. FABRICATION AND INSTALLATION. 14. 2"x 4"FLAT STEEL PLATE WELDED ON WETLAND SIDE TO ONE SIDE OF GATE. C ITY of RANCHO C 'u" CAMONGA PAINT TO MATCH GATE. 15. CANE BOLT ATTACHED TO GATE PANEL.PAINT TO MATCH GATE. cmr MOUNT ON PARK SIDE. r%TORIA ARB R �a_? �.� •4::-"L.' P-•--A.G-?:.:.•�.::Q::•• Pq-•-"7 C:�-•.Q• R:•: :Q•$:0:...• . a- -:.gj._.f...-..,� .�•._...9.�I.. .:.j�-0..v-.-;O.$"�..•:.::�"9.�-•-••.;ij.'A-•j...__;9-:D..3 .-- •�.;•- :: 16. 8"DIA x 12"DEEP CONCRETE WITH DEEP CANE BOLT SLEEVE. Jill 17. 4"THICK 3/4"COMPACTED CRUSHED GRAVEL 15 7 EAST OF ARBOR LAN E MP _ 18. 1"X2"SQ.12 GAL.TUBULAR STEEL ANGLE BRACE W/CORNERS MITERED, _ WELDED,&GROUND SMOOTH ................ 12 CONSTR' 'CTION DETAILS�- O` 11 16 17 NOTE: IT ALL CONNECTIONS TO BE CONTINUOUS WELDED. 12" REMOVE ALL SLAG&SPLATTER&GRIND ALL WELDS VED BY: DATE: _ SQ. SMOOTH, ALLTUBING TO HAVE ENDS WELDED CLOSED, PAINT STEEL WITH(1)COAT ZINC CITY ENGINEER 1JL=k-Uq0 11'111f;,d RCE N0.24953 CHROMATE PRIMER&WITH(2)COATS RUSTOLEUM PAINT COLOR TO BE"FOREST GREEN", DESIGN,i HIT I UP RECOMMENDED A GPD LANDSCAPE ARCHITECTURE .0" WIDE DOUBLE SWING MAINTENANCE ACCESS GATESITE PLANNING 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 SCALE: : JLP (909)484-2800 FAX- 909 484-2802 L. 17 am= CHECKED DRAWING NO. op GPD DATE 4/26/04 a F IF, ---------- 'VI WIT,I?,, "4r 0, F FT KIN'I Awl 01WE N RUN :AQ /Foo OR a I wh , IWO _W WAJ§I L[ JEW IRRIGATION LEGEND foe 1131 scl DRIP EMITTER SCHEDULE.., SYM. MANUFACTURER MODEL NUMBER -DESCRIPTION RADIUS G.P.M. P.S.I. CONTROLLER NOTE 'A', . v 'D13P1E8 & 1F1. 51 CONTRACTOR TO INSTALL(6)CALSENSE WALL MOUNTED CONTROLLERS,MODEL SLEEVING NOTE: CI M I F Wo K S-5H-NP POP-UP-SPRAY HEAD .20 30 COMMUNICATION-MODEM INSTALLED CONTRACTOR TO PROVIDE INDIVIDUALEMITTERS TO EACH PLANT RAINBIRD 1812-SAM-PR NO.ET2000-24-M-TP-1-,TP-1 10 W/Sl NGLE PHONE CO 1 0 TO BE SHARED BY ALL CONTROLLERS. LOCATE CONTROLLER WITHIN THE NEW CONTRACTOR TO SLEEVE MAINLINE,LATERALS AND WIRE willingull"J.1111,gww g- ROOTBALL AT THE FOLLOWING RATES. % \ , , I RESTROOM BUILDING. CONTRACTOR SHALL PROVIDE ONE,�d STAjNLESS STEEL N%% Nv m m m RAINBIRD 1812-SAM-PRS-EVAN-NP POP-UP-SPRAY HEAD 6 .40 30 MOUNTING PANEL FOR EACH CONTROLLER, CONTRACTOR ALL COORDINATE WITH THAT CROSSES UNDER ALL HARDSCAPE. CONTROLLER NOTE: PLANT SIZE QTY GPH MANUF. MODEL i1\11 vs THE GENERAL CONTRACTOR TO PROVIDE THREE(3)4"PVC CONTROL WIRE CONDUITS -qz-y ------------- ................... .. ..... . .... ....... -S-AM-PRS-8Q-NP -UP-SPRAY. HEAD 81 .30 30 FROM CONTROLLER LOCATION TO OUTSIDE PLANTER WITH ALL NECESSARY FITTINGS kL RAINBIRD 1812 POP AND SWEEPS.REFER TO ELECTRICAL PLANS FOR 120 VOLTPOWERSERVICE LOCATION ♦ MAINLINE SLEEVE 811 CONTRACTOR TO OPERATE ONE VALVE PER 1 •GALLON SHRUB 2.0 ..................................................... ♦ FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF WIRE SLEEVE 4U 0 RAINBIRD 1812-SAM-PRS-8H-NP POP-UP-SPRAY HEAD .50 30 CONTROLLER. CONTRACTOR TO OPERATE SIX RAINBIRD XB-20PC ........................i...................... CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. LATERAL 2 X DIAMETER VALVES AT A TIME AND NOT TO EXCEED 284 GPM'MAX. 5 GALLON SHRUB/VINE 2 2.o RAINBIRD XB-20PC POP-UP-SPRAY HEAD 81 1.00 30 FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY % RAINBIRD 1812-SAM-PRS-8F-NP - ------ - - --------- -- -- -­`----IN% _ - . THE CITY OF RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL % BE EQUIPED WITH A MASTER VALVE AND FLOW METER, ALL IRRIGATION SYSTEMS- % .70 30 SHALL BE OPERATIONAL PRIOR TO CITY ACCEPTANCE OF PROJECT.CONTRACTOR %% RAINBIRD 1812-SAM-PRS-8VAN-NP POP-UP-SPRAY HEAD v SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE BOOSTER PUMP NOTE: LIMIT OF WORK % % 4 .♦% 4 4. CITY AND A CALSENSE REPRESENTATIVE.CONTACT CITY PUBLIC WORKS INSPECTOR MAINLINE NOTE.- DRIP IRRIGATION NOTE: % %V RAINBIRD 1812-SAM-PRS-100-NP POP-UP-SPRAY HEAD 10 .40 30 AND CALSENSE AT. % • 1) FOR BOOSTER PUMP SPECIFICATIONS,SEE DETAIL I,J&K SHEET L-21. I CALSENSE,2075 CORE DEL NOGAL,SUITE P, CONTRACTOR TO NOTIFY CITY FOR LOCATION OF V RAINBIRD 1812-SAM-PRS-10H-NP POP-UP-SPRAY HEAD 10 .80 30 CONTRACTOR TO INSTALL EMITTERS ON 3/4 ♦ CARLSBAD,CALIFORNIA(619)436-0525, 2) SEE ELECTRICAL PLANS FOR CONDUIT SIZES AND LOCATIONS. CONTRACTOR MAINLINE PRIOR TO INSTALLING.MAINLINE AND VALVES POLYETHYLENE TUBING SNAKED TO PLANTS. % a 1812-SAM-PRS-10E-NP, POP-UP-SPRAY HEAD 10, 1.60 30 TO RUN RELAY&CONTROL WIRES FROWCONTROLLERS A,B,C,D,E&F TO 13 0 T1-6 r4%.. GV1 COE' RAINBIRD BOXES MUST BE MIN,10' TREES. INSTALL AUTO FLUSH VALVES AT THE END OF BOOSTER PUMP THROUGH CONDUIT(INSTALLED BY OTHERS). Imil"11" 1 - EACH 3/4"DRIPLINE SYSTEM,SEE SHT.L-21, .................. ► 0 - 1.0 `7 -SAM -NP POP-UP-SPRAT'HEAD 10 .80' 30 r RAINBIRD 1812-SAM-PRS DETAIL GH. .70' 30 LOT 1 • RAINBIRD' 1912-SAM-PRS-12Q-NP POP-UP-SPRAY HEAD 12 MATCHLINE-SEE SHEET L-18 EXISTING WETLAND POND 139A/BIRD 1812-SAM-PRS-12H-NP POP-UP-SPRAY HEAD 12' 1.30 30 IV AIN 1812-S POP-UP-SPRAY HEAD 12' 2.60 30 (N.A.P.) 0 RAINBIRD AM-PRS-12F-NP 3/4" 1 T/4' RAINBIRD 1812-SAM-PRS-12VAN-NP POP-UP-SPRAY HEAD 12' .70 -30 2- 11/4" 1/4" 11/4' % '.." "l, I% 1 3/4" 3/4' 11/4" 11/4' • ♦ -SAM-PRS-15Q-NP POP-UP-SPRAY HEAD 15 .90 30 RAINBIRD 1812 2" 11/4' S14 POP-UP-SPRAY HEAD 15' 1.90 M pie • 1812-;SAM-PRS-15H,NP 30 --I D-2 ♦ 116. ....... .. 14* RAINBIRD, 4% 3/4' POP-UP-SPRAY HEAD V ii _._. T4' =n ........... N, -PRS 15 3.70 30 2- 2" -34 Is ® " # 1812-SAM -15F-NP DW4 1��±= .. 0 LIMIT OF WORK N*' RAINBIRD 30 1812-SA t. --- -- - --- - - RAINBIRD M-PRS-15VAN-NP POP-UP-SPRAY HEAD 15 .90 -- --------- ---- -- - 0 ........ ....... - -----/-/- IstY - /4 • JI/; ................. ............... ............ STREAM-ROTOR ..................................... ........................................ R 151-181 0.90 40 3/4" 11/2" 11/2" N 1-20-ARV-1.0SR ADJUSTABLE ROTO 1;1/2111/4" 11/2" 1 UZI ;�------ HUNTER 21/Z' +, r f :6 1 L)4 W� 6 f m m m m 'No deo a �, 2" (9) r2" 2.1 HUNTER 1-20-ARV-2.OSR ADJUSTABLE ROTOR 15-181 1.70 40 S -181 S vs -20-3 -3.OSR 15f 3.00 40 1/2" • HUNTER I RV FULL ROTOR D-6 OF ORK MAIM ADJUSTABLE ROTOR 201-221 1.00 40 LIM (D HUNTER 1-20-ARV-1.0 n'd IL N u 201-221 1.80 40 11/4'0 5f oFr, vALVEIEG-E 1-20-ARV-2.0 ADJUSTABLE ROTOR N 4- 'N 1/4 11 1/4" HUNTER • "2Ak' 'j'R222` 201-221 4.90 40 L FULL ROTOR 1-20-3RV-4.0 A-11 0 HUNTER 46 1 A-6N 39 41 10776N 41 A-21 40 - 11111i� - ­� ADJUSTABLE ROTOR 26-2& 1.50 40 'r 0 HUNTER 1-20-ARV-1.5 Ag 3812 3812 3150 3212 Z, ADJUSTABLE ROTOR 261-281 2.40 40 1-20-ARV-3.0 OD HUNTER D- -281 FULL ROTOR 261 4.90 40 M HUNTER 1-20-3RV-6.0 iv;_ A-2, A-12 31 A-17 22 rA-22 31 25 29 *A TURF ROTOR 29-33' 1.40 40 'IQ�14" (D 12221 111211 258 (9) HUNTER 1-20-ARV-1.5 As Mo 1 2624 %, 1 6 2375 TURF ROTOR a 11/4" %�12" 11 HUNTER 1-20-ARV-3.0 301-361 2.40 40 z f%.9 D-1 1172" 351-401 4.90 40 -I 0),jiit HUNTER 1-20-3RV-6.0 TURF ROTOR 3/4" 60 4" 44 A4 A-13 36 A48 Ib HUNTER .1-40-ARS-40 TURF ROTOR 41-48' 8.50 1/4' 37 IOA-%3 36 -- 2089 1112 It 1-40-ARS-43 TURF ROTOR 491-591 15.50 60 116a& "62" 2768 1 4111211 c 1 2" 21' 3802 1112" 4409 At HUNTER I E4 11/41 A, l* 9 HUNTER 1-40-3RS-45 TURF ROTOR 56-66 22.00 60 171 11/2" 11/2" 3/4' 11/4" 11/4" - �il�ll 1-40-3RS-44 TURF ROTOR 56-63' 20.00 60 A-19 37 HUNTER 4c AIL 34 179 35 "I/ NOTES: 1892 3667 2838 =1 21' W T 1. CONTRACTOR TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVER THRO >1 �Y4 E I N 1 0 3/41 3/4T 11/4" 19 AN Is 6 1 3/4 & ® INE ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. T- 3/4' \14 2" WATER INDICATOR#89-7853 AT ALL TORO 300 POP-UPS. 416 di 3/4" A-10 '00� rA-20�j 4 0 A 3/4 M-1: t/4" A-15\ 32 2. CONTRACTOR TO PROVIDE RECLAIMED 1/4" 1 2.1 0 P E-2 MANUAL VALVE.DO NOT CONNECT - A-5 41 15 OEM >. 35 /4" Vie' 0 4 u TO CONTROLLERDO 'i- - i _�l ii�" EQUIPMENT i6 4049 1112 1327\k�12" 1881 \*21r 3/4 -- - - - - - - - 0/ 11/2" 0 -T-0 . 1 1 0 N 2" 1 - 1, ER METER OWNER TO PAY ALL FEES&PERMITS. 11/4" �3/4 3/4" • CC 4"WAT • 0 [!�j /4" AIMED WATER) N 0 WATTS FBV-SERIES LINE-SIZE GATE VALVE( MAINLINE NOTE: I 1g 11/2" 11/2" VALDE= R FBV-3 3" GATE VALVE(RECLAIMED WATER). 11/z 'goo' D4 WATTS N LL -NP-1 ENCLOSURE 11/4" �'A CONTRACTOR TO INSTALL SYSTEM'D" s 11/4" k-i N 0 ow j FEBCO 880 SERIES 4"REDUCED PRESS. BACKFLOW W/'Y`STRAINER&CGS v 1k --t, B-6 F- `� 11 "1 'E'&'F'MAINLINES IN SHRUB AREA 41. -16 B-21 WITHIN LIMIT OF WORK AS SHOWN. 43 B.1 39 34 20 /'B 15 BOOSTER PUMP BOOSTER PUMP SEE MODEL BELOW&SHEET L-21,DETAIL I-K 3/4" -8 It MAINLINES SHOWING IN SIDEWALK It 3840 1114 1607 1112 711 1114 u CALSENSE FM 1.50 2"FLOW METER, 3590 1748 1112 'AND STREET FOR GRAPHIC CLARI E-3 11/21, 3/4' /4" 0 SUPERIOR 3100-RW SERIES 2"NORMALLY OPEN MASTER VALVE ONLY. 3/4" 24-STATION INDOOR WALL MOUNTED CONTROLLER W/WIRE LINKABLE MODEM. CALSENSE ET2000-24-M-TP-1,TP-1 10 11/41 tj 11/2'"L &Aar 28 B-7 22 B-12 43 B-17 mmaffism= 33 12-STATION INDOOR WALL MOUNTED CONTROLLER W/WIRE LINKABLE MODEM. A. CALSENSE ET2000-12-M-TP-1,TP-110 _N N 3728 0 3f4i" It a N 1811 1112 14 11/4 3723 am -1%, 0 /4r /4" 71 \��14 u 754 Aw v I a J_ JU CALSENSE ET2000-16-M-TP-1,TP-110 16-STATION INDOOR WALL MOUNTED CONTROLLER w/WIRE LINKABLE MODEM. 3/4" ill ,;11/4- Q5 RAINBIRD EF13-CP-D-NP-HAN SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN SIZE AS SHOWN E 36 ------ S -4 3/4n 31 t8_8 41 42 -1 RAINBIRD 0 RAINBIRD EFB-CP-D-NP-HAN SERIES ELECTRIC REMOTE CONTROL VALVE WIDRIP CONTROL KIT,SI 14 21t 2982 3256 2" 3t4 3l4" 1910 1112"MANUAL BRASS ANGLE VALVE 3/4" �14"L ffms 1114* 3/4" T41' 2408 jw1q1 a -4 (m -- - 1 . - ED CHAMPION 300 RS SERIES i 1 1/2 /4 O.C.MAX., W/4 KEYS TOTAL *3/ 314 /4'l NON-POTABLE QUICK COUPLER VALVE @ 150 171/4 14" RAINBIRD 33DNP W/33DK T_ 3/4" B-19 ca /4" 3/4" 3/4-, 3/4" A00"*#w 0 U-4-03/4" 24 4 f B-9 44 -1 31 31 % 1/4" IIA" B4A 44 POTABLE QUICK COUPLER VALVE WITHIN 15'FROM PICNIC AREAS, RAINBIRD 44LRC/44K '&4 /4" 3/4" % U0" 2 1368 3206 2" 1786 W/2 KEYS TOTAL(PLACE IN PLANTERITURF AREAS) NETAFIM TLFV-1 AUTOMATIC PUSHING VALVE A c= c= c= c= c= 9= E-5 E--6 =E 41 E-12 E-13= c= r= r= APPROVED SCH.80 PVC MAINLINE, 3/4' 38 TAGGED AND MARKED DO NOT DRINK 1144 Lm-ndscro"'re Ine" A Pe rA, i ir 1A N 1 1�ih 2946 \*1 11�2" 38W40 1114" prepared by Pvirh 00 B-20 amp 4" 3/4" E!i r"N 26 rB-10 39 15 15 15 AS-B SIZE AS SHOWN,MIN.COVER 24,W/WARNING PURPLE TAPE 1 i5 347 �14" CYCLE-FLOW LATERAL LINE(PURPLE),SIZE AS A 'k-k PACIFIC P. SCH.40 PVC um 0 r 3/4' 01 1 SHOWN,MIN.COVER 127 u u u u u #2 u u u 314 1 r '3/4" CH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE 6 N APPROVED S cj 00 INSERTED,UNLESS OTHERWISE NOTED oil e ......... PEPCO P830-940-500 3/4"POLYETHYLENE TUBING.INSTALL AND ignature ............. • ------------ .... .................. SNAKE TO PLANTS AND IRRIGATE TO EACH 20 A 114 Ll I otic 7 PLANT WITH EMITTER S.SEE DRIP SCHEDULED S 3/4l' 9008 -1 0h Date INL( 6 APPROVED SCH,40 PVC 11/4"POTABLE WATER TO QUICK 314 0 K7 COUPLERS @ PICNIC AREAS. c N C164 k _I /4'1 _I rjj 1, 1T_LIU___Il- 314" 314° 7777 =_0575E1 11�.l 4"' 4" "mmum' fm m!3/4' 1 I I w m w m m m m m m m `3/4" IN 274 Qtl+' I - 4* jot- F-1 4 2.11 '41 ,21 to (of LIMIT OF WORK -7 S THIS SYSTEM WAS DESIGNED FOR FUTURE RECLAIMED WATER . I P-P IF,- A rql#.0"11, I PTI N 0 F R f"N K 1^ (71/11 EVISION \uu u 11 V k DESCR DATE APPROVED -ME� w 11 1E, \�Ne - --- ggg if A 11 9, A rml& I I VA V 'row" F VALVE LEGEND 'D` VALVE LEGEND El L"E LEGE'Nu AMr-"% NGA % ,,1 1 0 f RANU liki u u u ki VAL'V`ff E L E`GN E NO tOF_1 F-6 36 rE-6 41 25 47 D-1 10E 1%% A A rc 17\ 3047 F41 C-1 C-6 45--__ 40 tC-16 44 rD-6 44 16 40 " "jLf8'%Tuh A A OU Z5 t-P \k 3383 - i\��2' 17; 3727 1825 211 6667 2" 5494 V,112 346 "R0% 'Awn"K 1907\��lr 7 1540 \Z/2u/ 22,96 2' Rr 66 \Z/4 LANE EAST OF ARBOR E-7 172* f C-17A 44 10E�-1 47 F-7 23 25 C-7 39 C-12 26 4 7 rD ft-2 23 r77 19 rE-2 37 F-2 25 tF-"1A2 W_ UA 943- 442 1201\4L14!1 3777 m 1 %, 2411 1 15! 2541 1110 4268 1901 \Z2�' i5 614, \Z/40" 1391\.�14" 434 11/2" MIN' DATE' A OVED BY* 28 43 rC N 28 IC-1�8 40 # Aw E-13 APPR D-3 ca VUI 0 24 30 IOF-"3*\ 28 38 rF-13 /Oc 42 IC-13 44 rD-8 22 rE-3 16 rE-8 \ 17-8 R ��*-�;,-.",-','I'�'-"'i"f',-, RCE No. 24953 _35 \Z/4"/ \��12 u L14 12 6680 1065 30 988 ��14" 1453 2298 2027 CrrY ENGINEI 4 4�/ 1078 3488 3868 2 1220\ZL14ju 3337\4! ..0 00 ARCHITERRA DESIGN GROUP RECOMMENDED DESIGN v Z:) L KE'kyjF AdW LANDSCAPE ARCHITECTURE Aw AEW rF4 47 m... 10621 CHURCH STREET,SUITE 106 VAL E t" lom9pif u 44 44 F_9 GPD SITE PLANNING 000 5 5 rD"-4 rD-9 3 0 rEm4 19 E-9 37 1 26 C-4 45 C-1*4 RANCHO CUCAMONGA,CA 91730 .4 VALVE # - 5i4� 980 111411 1587 --111211 2230 211 DRAWN SHEET 19 10 736 3251 3577 1 GPM 4105 609 FAC (909)484-2800 FAX: (909)484-2802 314 VALVE SIZE -LONG ©RIVE CHECKED DRAWINGNO. 46 -5 44 IF-,10 SHEET KEY MAP F _)k t GPD RLA NO. tE-5 ID-10 40 C-5 42 D-5 47 35 /C-"lwO 42 /715\ 44 48 SCALE: 1"=30'-011 DATE 4/26/04 2834 If - It 3292 3378 211 2197 21' N.T.S. 1857 1112 3658 1112" 1846 2" 6875 211 5908 211 4322 2 won" [DR N R ANT E F 0 T OOT PLANT D 1 GAI RAINBIRD OPC 5 1 GA 014 1/4 11*/4 jr. ARCHITERRA JOB, No. 0228-4 PROJECT SHEET 2-0 OF ENCLOSURE GUARD SHACK (GS-NP--1).CONTRACTOR TO VERIFY SIZE PRIOR TO ORDERING. R.0 ac , BACKFLOW PREVENTER " [ [ ASSEMBLY NON-POTABLE(PURPLE)14 ROUND �WHITE rst • .- TO SPRINKLER-ANGLE PIPE TO PLASTIC VALVE BOX&COVER I I BLUE SPECIFIED DEPTH WITH 459 ELLS ETCHED IRRIGATION GATE" [ NON POTABLE{PURPLE}COVER HI-POP SHRUB HEAD BODY SET TO I sCH 40 PVC MALE ADAPTOR ABOVE FINISH GRADE{SEE NOTE BELOW} 0 m (CARSON OR EQUAL) $ �� i EPDXY FILLED WATERPROOF SCH 80 PVC UNION 'SNAP-TITS°WATERPROOF 4'LAYER OF MULCH Q%*a FINISH GRADE CONNECTOR OR EQUAL BRASS OR PVC NIPPLE CONNECTORS T EQUAL MULCH TO TAPER AWAY FROM HEAD BRASS WYE STRAINER t RED ELECTRIC CONTROL VALVE MULCH V/$TfI WIRE MESH $ BLACKNON-POTABLE(PURPLE)PLASTICco =^ sc MONE:L SCREEN NIPPLE-TYPICAL PIG TAIL EXPANSION o VALVE BOX MARKED'IRRIGATION RGV• .___..__._._ _ - - FINISH GRADE 2 PLACES IRRIGATION CONTROLLER LOOP(MIN.24 LONG) m { ) " CARSON OR EQUAL BALL VALVE-11/2"OR SMALLER WITH I Inu AND VALVE SEQUErH NCE STAINLESS STEEL HANDLE $ I NON-POTABLE((PURPLE)PLASTIC VALVE WATERPROOF ALL ? s`MIN FINISH GRADE PVC SLEEVE CONCRETE PAD LENGTH BOX(CARSON ISR EQUAL)WITH PLASTIC I i CHRlSTY NON-POTABLE t WIRE CONNECTORS RESILIENT WEDGE GATE VALVE-EPDXY URPLE TAG REQUIRED FOR I i VARIES PER SIZE/ INTEGRATED LOCKING LID. PLACE AT I COATED,2"OR LARGER WITH 2"OPERATING PIPE THROUGH I MANUFACTURER)SLOPE GRADE IN TURF AREAS AND 3'ABOVE IN 2 NUT CONCRETE PAD L - -I [ TO DRAIN AT MINIMUM 2% SIDEWALK � PLANT BED. as VALVE T r CHRISTY NON-POTABLE PURPLE TAG PIGTAIL EXPANSION I I I LOOP(MIN.24"LONG) �• PIG TAIL iN z4�°LONG) � WHITE 3.1 3„ FINISH GRADE (COMMON} HRISTY NON-POTABLE K BRASS ANGLE OD�.. 90%COMPACTION BLUE PURPLE TAG Flow VALVE wrUNION zo REQUIRED F 14 AST FROM -� ---.-L,INE TO SYSTEMS WIRES VALVE R CONTROL z CRUSHED AGGREGATE y� METER RED4b ®�mA .�3/4"WASHED ® .o° °. CRUSHED SCH 80 PVC NIPPLE SCH 40 PVG BLACK LOW E b %V► �°® AGGREGATE BASE CONTROL&COMMON WIRES MARLEX 90°STREE LL Q ° STREET ELL VALVE SETTER 0 ®4 6 NOTE: MARLEX 90°STREET ELL P � � LATERAL FITTING `°, NOTES: .b.A°4 8 b CONTRACTOR TO INSTALL _.�" NON-PRESSURE LATERAL LINE 1. INSTALL PER LOCAL CODES. a m.A b TYPICAL(2)PLACES its p a DIAMETER SCOTCH LOK EPDXY FILLED 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY b 0-9 A A SAME SIZE AS CONNECTORS FOR ALL FLOW ANTI-DRAIN VALVE AS REQUIRED STRUCTURES OR HARDSCAPING. 314 WASHED FLOW METER SENSOR WIRE CONNECTIONS. BRASS NIPPL 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) CRUSHED SIZE INSTALL SCOTCH LOKS SCH 40 Pvc SXSXT TEE NOTE: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. AGGREGATE BASE IMMEDIATLEY AFTER PRESSURE SUPPLY LINE 1.LOCATE HEAD 2"TO6"FROM WALKS,CURBS,HARDSCAPING,MOWSTRIPS, 4. ORIENT UNIT PARALLEL TO STREET. NOTES: AND EDGES OF LAWN. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. INSTALLING FLOW SENSOR. 1.INSTALL CONTROL VALVES AMINIMUM OFI2'FROMSTRUCTURE ORHARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS. 3/4"WASHED CRUSHED 5. SCREEN FITTINGS ARE SHRUBS FOR CONNECTIONS OF DIAMETER SAME SIZE 2,INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. S.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING AGGREGATE BASE AS FLOW METER SIZE DIALS LAR METALS. 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING, FEATURE AS PER THE IRRIGATION PLAN. 4.PLACEAGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4,HEAD CONNECTION AT BOTTOM INLET ONLY. NOTES: 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER MINIMUM DISTANCE DOWNSTREAM OF 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND S.HEADS 1812 MUST BE LEVEL WITH TOP OF MULCH IN PARK PLANTERS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WHEN MAINLINE IS 3"OR LARGER. UNINTERRUPTED PIPE(5X DIAMETER 6.VALVE F VALVE STEMS14ALLBESErMIN.2"CLEAREANCEFROMBOTTOMOFLID. 2. INSTALL CONTROL VALVES A MN.OF 12"FROM STRUCTURES OR HARDSCAPING. S. CONTRACTOR TO INSTALL LINE SIZE WYE STRAINER PER WATER OF FLOW METER SIZE) 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. DISTRICT REQUIREMENTS MINIMUM DISTANCE UPSTREAM OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 9. RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY UNINTERRUPTED PIPE(10X DIAMETER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF'VALVE BOX. WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH CCWD OF FLOW METER SIZE) 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND PRIOR TO CONSTRUCTION. VALVE NUMBER. 7. TOP OF VALVE STEM SHALL BE SET MIN.2"CLEAREANCE FROM BOTTOM OF LID. A A V A U #1 ff 1 114 a n ff Is a U It I a r-%tw%rm%-n NP A`%HRm 1B 1-i"EAD LINE SIZE ut,--%%TE Vj,.tL%V#E FIED, F"_"`RE%f:3%. BA(DIX"FLOW 0'"du FU311W METER /MAor'%TER I-ALVE R"EM00"'TE (DOXONNTRue"'t "VAUVE H utl rur u SCALE: SCALE: NTS SCALE: NTS SCALE: NTS GALE; NTS NON-POTABLE(PURPLE)10"ROUND STAND ALONE CONTROLLER WITH WIRE LINKABLE MODEM PLASTIC VALVES BOX&COVER: STRUCTURE OR ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING "SNAP TITS"WATERPROOF CONNECTOR OR EQUAL FOR AT GRADE IN LAWN AREAS 611 MIN NOW FLOW SENSOR CONNEC- 3"ABOVE GRADE IN SHRUBTIONS. NON-POTABLE{PURPLE}COVER POP-UP TURF HEAD BODY SET To COAXIAL CABLE AND GROUNDCOVER AREAS 18"MAX. WIRE SERVICE LOOP(XTLOOP 114'ABOVE FINISH GRADE ENOUGH WIRE TO EEND WIRE FINISH GRADE 21 FINISH GRADE BUNDLE 6"ABOVE GRADE LEGEND: CALSENSE CONTROLLER, MODEL NO.PER PLANS A a p SPLICE BOX COVER WITH 1. POP-UP TURF ROTOR W/NON-POTABLE N LOCKING TOP ETCHED E) S.B, COVER(PURPLE). INSTALL CAL SENSE INSTALL CONDULEITE W/ 33 DNP QUICK 2. FINISH GRADE/GRASS PAVE2 TP 110 DEEP WP"J"BOX COUPLING VALVE , 1/4"IN,OD CALENSE HARNESS WITH PURPLE ` IN LAWN AREAS41 /4"IN SEED 3. SCH.80 PVC NIPPLE(MIN.4 LONG). 120 VOLT DUPLEX RUBBER CAP 3"INP ER AREAS __jI ! OUTLET(GFI) STAINLESS STEEL 4. SCH,40 PVC TXT 90 ELL. CHRISTY NON-POTABLE a, MARLEX 90°STREET ELL RESET MINIMUM CLAMPSCREW PLACES PURPLE TAG 3 z7b I SCH 80 PVC NIPPLE CRUSHED 6. ANTI-DRAIN VALVE AS REQUIRED. CALSENSETP-1 2 3/4"WASHED --� dmw {MINIMUM 2'LONG} 4 ° TRANSIENT PROTECTION BOARD a0 AGGREGATE BASE v'�' 7. MARLEX 9Q STREET ELL 8. NON-PRESSURE LATERAL LINE&FITTING. AV q® 4® � �.p �® sa ®,p r• 12"X 18"GREEN PLASTIC METER SCH 80 NIPPLE-6'LONG 9 5 BOX,CARSON OR EQUAL QaAm' ' b SCH 40 PVC, 9. SCH.80 PVC NIPPLE TYPICAL(2)PLACES. LENGTH AS REQU R . MARLEEXX 90°STREET ELL ED T x T ELL SCH 40 BRASS NIPPLE- «> ENCLOSURE MOUNT 24"LONG i NOTES: LOCATE HEAD 2"FROM WALKS,CURBS, NOTES: 8 7 6 HARDSCAPING MOW STRIP,HEADER BOARD, 1• CODES CONTROLLER ATIION TO BE APPROVES NEFFII INSTRUCTIONS THE CITY INSPECTOR AL MARLEX 90°ELL ' &EDGE OF LAWN. PRIOR TO CONSTRUCTION. NON-PRESSURE 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SCH 80 PVG W SCH 40 BRASS 900 ELL LATERAL FITTING " LOCATE HEAD 12"FROM ALL STRUCTURES, SEQUENCE OF REMOTE CONTROL VALVES. STREET ELL NON-PRESSURE LATERAL LINE - USE TEFLON TAPE ON ALL MALE THREADS. 3• RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH O BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PRESSURE SUPPLY SCH 40 BRASS 90 WIRE AT THE ENCLOSURE. LINE FITTING STREET ELL 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTE: S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE PRESSURE SUPPLY LINE #4 REBAR STAKE 1.LOCATE HEAD 2°TO 6'FROM WALKS,CURBS,HARDSCAPING,MOW STRIPS, 6. PHONE UNE. FT. CONTROL VALVES. (24"LONG) 24 VOLT BUNDLED WIRES. TAINTER ALS ED AND 4 AND EDGES OF LAWN. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 2.USE TEFLON TAPE ON ALL MALE THREADS. NOTE: 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2 GU,FT.PEA GRAVEL COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4.HEAD CONNECTION AT BOTTOM INLET ONLY. eN Ba A wm%L` or A L m 'LE" 'I BRUN`% 1 TUwmftF "4 VeNLT ""' r"%L1fNE j 0 1 0 1 r%11 6 am% A U 0 AF Uff 'S Alml, I 's "%, b #IL IL - I IN %JU 2 u %115 % 0 NEAffm% r%TrmNEAM "'Tt"Nom" To sr"F 0 NE 1L .e.ur Lj 0 Mi kim 0 UK n Au L;ulv§Tn .. mb ANEL w I IRWIN SCALE: NTS ALE: NTS CAL SCALE: NTS SCALE: NTS NO 5 CA Re HARDSCAPING(SEE NOTE 4) ��Q TUmty 1800 PGS SCREEN PERFORMANCE STANDABD&SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLES POTABLE10 ROUND .+ ®®® p. ® • �, o. PLASTIC VALVE BOX&COVER: STRUCTURE OR s wq �® ®�® ' �e ®� FINISH GRADE MODEL PCS-010 PCS-020 PGS-030 -040 -060 -090 --125 PCS-175 PCS-260 PCS-370 ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING `'' " GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED FINISH GRADE _ AS REQUIRED NON-POTABLE'DO NOT DRINK' , f f 6"MIN. enewa I III I I III I I k WARNING TAPE 8H - 2'- 4, 1' 7' 8# $# 18"MAX. "MIN. „�► Date ,�` 8T - 3' S 5' 9'# .o.a. r, f 111. 8Q 2' 5' 71 7' r A D F C A4® --III II 1I 1OF - - - 8' 5' 8' 10' _ 10H 2' 6' 2' 10' 11'# 11'# I I II 10T - 2' 6' 7' 101# N GLEAN BACKFILL-SEE1OQ 2' 5' 8' 7' -I-III I II 44LRG UIGKSPECS.FOR MATERIAL 12F - 1O'# 5' 7' 8' 124 COUPLING VA LVE90%COMPACTION REQUIRED '12TQ r 2' 3' 7' 10, 10' NON-POTABLE'DO NOT DRINK' NON-PRESSURE ,"' r- 12T - - 4' 3' 8' 10' 19#ll 12'# WARNING TAPE LATERAL LINE I I II • f 1 8° 8a 12'# • a r• • • • • • e • • a • • s • • e e a q • • s • t a • s a,.,♦ v,a a•.°••.^ f f l 2Q SCREW CLAMP --III „,.. .. •'.'^ ' a+ '.' I I PROVIDE 6"MINT OF SAND _ _ _ _ MINIMUM(3)PLACE `~ °4: .`! •'" BEDDING 6"MIN,CLEAN SAND BACKFILL. 15F _ _ - _ _ 5' 7 11 13# a0 G AND SHADDING 15TQ _ 6' 8' 8' 15'# '- 3/4"WASHED ,,� ;; ,` "p "p°•4 ,, CLEAN BACKFILL 15TT - 1' - 5' 6' 8' 12' 151# 'a.'e• .•':. '.. •a.a_ 3 MIN.GLEAN SAND BACKFILL. , , f CRUSHED • ,.' • , I � 90%COMPACTION - _ , , AGGREGATE BASE d'f® ` - .�'® k p�®� t tt .`1.✓+ p` 4,F w.0oo : 15H _ _ 1 f 4� 5r 8 12 12 a aA Abp A a . a . b ! 1 .•�.`� .d w .i.ef+. f f f f d Q . .. 15T _ 3 4 8 12 15# 15# a `�' b® v � ,. III-- CONTROL WIRE 15Q 2 5 6 12 _ E s 151# . m � . DATE APPROVED LEEVE- _ _ - _ - SCH 40 BRASS NIPPLE I i I C ITY 0% f F-3 A INJ H 0` C-3 U1, 11 C A M 0"' N tj A SIZE PER PLAN.INSTALL 15SQ 7' 12X1 2' 14X14' 20X20' 23X23' (LENGTH AS REQUIRED. _ 17SST OX18' OX1O' 16X16° 9X30' . • •� r•1`w p^ •'r tq III-- ADJACENT TO PRESSURE '1 ` °�'p*`. •° ^. SUPPLY LINE 15CST - - _ - 4X22' 4X29' 4X39' 9X24' SCH 40 BRASS NIPPLE- cep °-III , .`i•.'4 ''.'• .• q F �~. .a' _ _ _ ' 4' ' -' 4 40' 24"LONG CONTROL WIRES PRESSURE SUPPLY LINE 15SST _ _ 4X12 4X2 4X27 4X3 X ,+ .•,`. .°�•.'» .'.• a 15EST 4X14' 4X16' 4X20' PRESSURE SUPPLY LINE 5F - 3" 4" 4X18' 1, 2' 3' - l SLEEVE-SIZE TWICE 5H-B 5" 10f, 6" 2' { DIAMETER OF PRESSURE NOTES: 50-B 5" 10" 3' 1' V I TUO'o%R%"I A ARhwt3'0*%1RS%.:) P/"-m\Rm SUPPLY LINE, 5CST-B 7" 14" 3' 5' „ 1. BELOW PAVED AREAS A MINIMUM OF 6"LAYER OF CLEAN EARTH SHALL BE 16F-SLA - - 644 5' 1' 4' 6' 14' 16'# SCH 80 PVC 900 SCH 40 BRASS 90° ELL EAST OF ARBOR LANE 6 TYP• INSTALLED ABOVE AND BELOW PIPING. 16H-SLA - 6" 1' 7" 5' 10' 13' 10° STREET ELL 160-SLA 6" 2' 5' 3' 12' 16'# 16'# PRESSURE SUPPLY SCH 40 BRASS 90° NON-PRESSURE LATERAL 2. PROVIDE MINIMUM COVER OF 24"ON PRESSURE SUPPLY LINES 3"AND LARGER. LINE FITTING STREET ELL LINE SLEEVE-SIZE TWICE 22F-SS - - - 8' 1' 4' 6' 1?' 21'# DIAMETER OF NON-PRESSURE 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION 22H-SS - 4°' 11 3" 5' 12' 18' 12' PRESSURE SUPPLY LINE #4 REBAR STAKE NOTES: LATERAL LINE BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, 22Q-SS 6" 2' 6' ,,�> 15' 2O'# 22'# (24"LONG} �,. Lo- 1. ALL SLEEVES TO BE SCH.44 PVC. PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED 2. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. WATER LINE. #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. BUNDLE WIRES WITH TAPE EVERY 10'.DO NOT TAPE TO MAINLINE PIPE. NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. NOTE: APPROVED BY: r q l 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY STD.NO.120(24"MIN.TO 36"MAX.DEPTH TO TOP OF PIPE BELOW DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4953 STRUCTURAL SECTION), CITY ENGINEER, RCE No. G.,,, %a N 91 h 6% "ON' EEN T rm%I fm% L I Ar"'ERDESIGN ARCHITERRA DESIGN GROUP RECOMMENDED Nk P LANDSCAPE ARCHITECTURE 0w%LEEV1NeN Tpm%EL wulcrx %aUUPLER I kofSITE PLANNING iHU , al90 L T SCALE:: T DRAWNRANCHO CCAMNGASUITE L AL T " FAC (909)484-2800 FAX: (909)484-2802 L-zu CHECKED DRAWING NO. GPD DATE 4/26/04 RLA NO. 2834 t ARCHITERRA JOB No. 0228-4 PROJECT SHEET -24 OF 37 OPINION jwjajlg K Y: FAC PROJECT: VI T IA R PARK Y: C J T: VICTORIAK Y: FAC PROJECT VICTORIA ARBORS PA STATIC PRESSURE HIGH: 8 LOW.- 65R.W. JOT: VICTORIA A PARK yq FAC PROJECT: VICTORIA ARBORS PARK Y: FAC . LOW: 65R.W. STATIC PRESSURE HIGH: LOW: 65 R.W. SOURCE OF INFORMATION: RAYMOND A. STATIC PRESSURE HIGH: 85 L 65 R STATIC PRESSURE HIGH: SOURCE F INFORMATION: RAYMOND A. SUPPLIER: CUCAMONG COUNTY WATER DISTRICT STATIC PRESSUREHIGH!, 85 LOW: 65 . SOURCE F INFORMATION: RAYMOND A. SOURCE OF INFORMATION: RAYMOND . 444 SOURCE F INFORMATION: AY �' SUPPLER; GUGAM A COUNTY ATE 13TRlGT SUPPLIER: t;UCAMONGA COUNTY WATERDISTRICT PHONE NUMBER: (909} 987-2591 EXT. SUPPLIER; GUGAONGA COUNTY AT DISTRICT PHONE NUMBER: (909) 987-2591 EXT. 444 VALVE STATION/GPM: STATION: E-5 PM: 47 ' SUPPLIER: GUGA G,A COUNTYWATER,DISTRICT PHONE NUMBER: (909)987-2591 EXT. 4 PHG NUMBER: (909} 987-2591 EXT. 444 NUMBER:R: 909 987-2591 EXT. 444 VALVE STATION/GPM; STATION; D-4 : 55 PHONE ( } _ VALVE STATE N/G : STATION: C-14 45 STATION: A-6 GPM: 46 VALVE STATION/GPM: STATION: -14 PM: P.S.I. L VALVE STATION/GPM: ITEM' P.S.{. Loss, ITEM: P.S.I. LOSS: IT .S.{. Loss., ITEM: P.S.I. L SS: ITEM:_ 4'" @ 284 GPM .20 4.° 284 GPM .20 WATER METER SIZE: 4„ 284 12,0 " 284 PM 6.2a WATER METE SIZE: 4" @ 284 GPM 8.24 BACKFLOW Evt 4" u@ 284 GPM 12.00 BACKFLO DEVICE: GPM .5 WATER METER SIZ : 4" @ 284. GPM 6.20 WATERMETER SIZE: V " @ 284 PM 12.00 FLOWSENSOR: 2" @ 47 VI 4" @ 284 GP 12.00 BACKFLOWDEVICE: 4" @ 284 P 12.00 BACKFLOW DEVICE.-: 2 It @ 45 P . 0 FLOWSENSOR: " @ 55 PM °5Q 2" @ 47 P BACKFLOWDEVICE: MASTER VALVE: 211 @ G . 0 FL SENSOR: "` 44 P . 0 L NS 3" @ 47 3.00 L SNSti T VALVE: 2 '°@ 45 P . 8 MASTER VALVE: 2 @ 55 P 2 1! _ E VALV : 2 @ 44 .68 S ►� 2 3ai 55 PM 3.00 GATE VALVE(S): GPM .40 MASTER VALVE: 2 @ 46 P .6 MAST TE VALVE(S): @ 4 PM 3.0 GATE VALVES}: MAINLINE (SCH.8Q}: " 125 L.F.@ 284 VALVE(S): Pg " (rye P 3.00 GATE VALVES}: 2 3" 44 P 3.00 A ( }: it 120 L.F.@ 2 4 PM .40 G 3 \:.+ 46 G 6ti 3tt 875 L.F. '47 P 2.63 ATE VALVE(S): SG .sQ : 6°' 120 L.F.@ 2 4 PM .4a MAINLINE (SCH.80}: 6 120 L.F.@ 2 GPM .40 MAINLINE (SCH 0}: ad Sia 575 L.F.@ �55 GP 1.63 MAINLINE (SGH.$a}: 2tr @ 47 P 1.63 MAINLINE (SH.80}: 6" 120 L.F.@ 284 GPM .4Q MAINLINE ( } 495 L.F.@ 45 GPM 1.39 MAINLINE (SC .80}: GPM AUTOMATIC VALVE SIZE: art 51-a L.F. 4 GP _ 1.48 MAINLINE (SCH.80}: " 535 L.F.@ 44 1.34 MAINLINE (SCH. 0}: 3" L.�. 15 0.63 LATERAL LINE SIZE: 11/4" 4 L.F.@ 1 P .14 MAINLINE (SCH 80)- ►a TI VALVE SIZE: 2"' @ 44 P 1.50 AUTOMATIC VALVE SIZE: 2" @ 45 GPM 1°5o A TR,ALTLINEASI :SIZ : 11/4" 45 GPM AUTOMATIC VALV/ SIZE: 2 46 1.50 AUTOMATIC it AL LI SIZE: 3/ " 17 L.F.@ 6 PM 0.51 2" 20 L.F.@ 31 LATERAL LINE SIZE: 3/411 3 L.F.@ 6 G 1.06 LATERAL LINE SIZE: 3/4 5 L.F.@ 7 2.20 . 7 2" 20 L.F.@ 31 PM .14 21/2" 155 L.F.@ 7 1.00 "t 40 L.F.@ 12 GPM 0.45 1" 24 L.F.@ 10 PM 0.58 11/4°` 18 L.F. 16 PM 21/2" 155 L.F.@ 55 PM 1.00 1 11/2" 13 L.F. 22 0.17 11/4" 24 L.F.@ 1 P 1.34 11/4" L.F. 1 1.07 2" L.F.@ 66 GP .10 11/2" 20 L.F.@ 2 P .26 2" 4Q L.F.@ 45 P .5 25 21/2" 25 L.F.@` 46 GP .1`6 2" 12 L.F.@ 44 GPM .17 (-} IRRIGATION ACPRESSURE: RESSU E: 0. 00 IRRIGATION HEAD PRESSURE: 60.00 SYSTEM LOSSES SUBTOTAL: 8' 68 35.00 IRRIGATION HEAD PRESSURE: 35.00 SYSTEM LOSES SUBTOTAL. 88.68 6.600 IRRIGATION HEAD PRESSURE: 35:00 IRRIGATION HEAD PRESSURE: SYSTEM LOSSES SUBTOTAL: 62.20 6.6 FITTING LOSSES (10% F SUBTOTAL): 0.00 63.88 SYSTEM LOSSES SU TOTAL: 64.90 6.22 FITTING LOSSES (10% F SUBTOTAL): O.QO ELEVATION LOSSES/GAINS (ELEV. X .433) SYSTEM LOSSES SUBTOTAL: FITTING LOSSES (10/ OF SUBTOTAL): 6.49 FITTING LOSSES (10/ F SUBTOTAL): 2.00 ELEVATION LOSSES/GAINS (ELEV. .433) 95'2FITTING LOSSES (10/ F SUBTOTAL): 6,39 ELEVATION LOSSES/GAINS (ELEV. X .433} 2.00 ELEVATION N L SSES/ AINS (ELEV. X .433) TOTAL SYSTEM LOSSES: 5.0 0 ELEVATION LOSSES/GAINS (ELEV. .433) 2;00 TOTAL SYSTEM LOSSES: 5.2 AVAILABLE STATIC PRESSURE (LOW) ' 73.39 TOTAL SYSTEM LOSSES: 70.42 SUR (LO } . 65.00 (-)30.2 72.27 TOTAL SYSTEM LOSSES: 65.00 AVAILABLE STATIC PRES (-)30.28 PRESSURE DEFICIT : 50.28 TOTAL SYSTEM LOSSES: . E (L } • 65.00 AVAILABLE STATIC PRESSURE (LOW) : 65.00 AVAILABLE STATIC E (LOW) (-}05.42 PRESSURE DEFICIT : 50.28 PRESSURE ADDED W/PU P . 115.2AVAI BL STATIC PRESS (-)7.27 PRESSURE DEFICIT : (-)03.99 PRESSURE DEFICIT : 50.28 PRESSURE ADDED WIPUMP : 115.28 AVAILABLE PRESSURE w/BOOSTER PUMP: (+)20.00 0PRESSURE DEFICIT C5028 PRESSURE ADDED /PUMP . 50.28 PRESSURE ADDED /PUMP : 115.28 AVAILABLE PRESSURE w/BOOSTER PUMP: (+)20.00 DEFICIT OR (+) RESIDUAL PRESSURE: PRESSURE ADDED 115.28 AVAILABLE PRESSURE l BOOSTER (+ 44.86 AVAILABLE PRESSURE w/ T PUMP.- 115.28 AVAILABLE PRESSURE w/ BOOSTER PUMP: DEFICIT R (+) RESIDUAL PRESSURE; DEFICIT R (+} RESIDUAL PRESSURE. (+)4101 DEFICIT (+) RESIDUAL PRESSURE: (+)41.89 DEFICIT OR (+) RESIDUAL PRESSURE: P%R ES 'U"RE LOSS"' CAL. 1E_'AL, "U'll h 0 Z:) h Ub U INS Iff-%E Le %lbb U E^r%Ur-%E L"S . ' w P"R E%1013% 1%01111%w j*'mum R E L 0 Si S A L. "B" VKEb# buh U moommom 0 P"R E S ZO 3"lu"r R E L 0 Z010j"S C;%A L. 1 A 1 d % CAL N.T.S. ejrR mmmmmmm SCALE: . . . ALE: . . . SCALE-. .T. . SCALE: .T. . CO 1 12"MAX.FROM PLANT PROJECT: VICTORIA S Y: FAG STATIC PRESSURE HIGH: 85 LOW: 65 . LEGEND: SOURCE F INFORMATION: RAYMOND A. U LIE : CUCA COUNTY ATE DISTRICT 2 15 ? 12 4 1 1. MULCH BED. L L :.: : 9Q9 987-2591 EXT.444 $ 7 --•' �"WATER METER ; 3°GATE VALVE PH UM ( } 2. FINISH GRADE. z •.-- VALVE STATI / PM: STATION: -6 47 19 . 1 2°MASTER VALVE 3. PVC LATERAL LINE,SIZE PER PLAN. •• � �..,, ` 4 � i• --- aye-- A��RPBP r "2"Fi..QW+.7GN�JOR IT P.S.I. LOSS: ®-; ¢ ; 4 -• 4. AUTOMATIC CONTROL VALVE PER PLAN. r `` a a ii cV 5. PRESSURE REDUCER PER PLAN. f .� WATER METER SIZE: 4 284 6.20 .� ° . d BACKFLOW DEVICE: 4" @ 284 GP 1200 14 5 13: 3 6. IN LINE WYE FILTER PER PLAN. �^ $ •pb1"S, SYSTEMW *a FL SENSOR: 7. WATERPROOF WIRE CONNECTORS �' ` ' ASTER VALVE: dOM 2'° @ 47 PM :68 PER SPECIFICATIONS. "_ zo '� T 2 3 7 GP 3.Q0 E�y,�:. ;. SYSTEMIC' ATE VALVES): L.F. PM s40 8. PILOT WIRE. MAINLINE (SG .80}: 6'" 120 284 V_ 2 I_. 5 T t t LINES H. 0 : °' 470 L.F.@ 47 PM 0.94 �« COMMON WIRE. AIN . '� tf Y t r AUTOMATIC VALVE SIZE". 211 @ 47 GPM 1.50 10.PEA GRAVEL(MIN.3 CU.FT,) 9 , YT ar LATERAL LINE SIZE: 3/411 50 L.F. @ 7 PM 2.00 11.2"X4"x12"REDWOOD SUPPORT. 1" 50 L.F. @ 12 PM 1.68 12.NON-POTABLE(PURPLE)JUMBO RECTANGULAR #a ( ' BOOSTER PUMP 11/2 10 L.F.@ 23 GP +0.15 VALVE BOX PER SPECIFICATIONS. LEGEND; VA � LEGEND: 15 H.P. " 3 L.F. 31 GPM (}.11� 16 17 8 9 6 10 11 2 13.PVC UNION FOR SERVICING ASSEMBLY. 1. 3I4"POLYETHYLENE TUBING. SEE PLAN. 6. POLYETHILENE TUBING STAKE 1 PUMP CONTROL PANEL. 14,BALL VALVE. 2. PVC NIPPLE. LENGTH AS REQUIRED 7. EMITTERS.PLACE AT EDGE OF ROOT BALL 8 2 LOW SUCTION SWITCH 3 FLOW SWITCH IRRIGATION HEA PRESSURE: 30.00 15.CONTROL WIRE EXPANSION LOOP. 3. PVC TEE(SXSX1) 6. 3"LAYER OF MULCH SYSTEM LOSSESSUBTOTAL: 59.19 (E)SKID FITTINGLOSSES 10%o FSUBTOTAL): 9; NOTES: 16.PRESSURE MAINLINE. 4,BARBED EMITTER 9. JUTE NETTING 5 BUTTERFLY VALVE.(3} �, a , , . .'� 1. INSTALL VALVES A MINIMUM OF 2'APART, 2`FROM ELEVATION LOSSES/GAINS (ELEV. ` .433) 2;00 STRUCTURES,OR HARDSCAPE IN SHRUB AREAS. 17,PVC SCH.40 TEE. 5.LATERAL LINE FROM VALVE PUMP HOUSING. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. TOTAL SYSTEM LOSSES'. 67.10 3. PLACE VALVE BOX AT RIGHT ANGLE TO ADJACENT 18.PVC SCH.40 ELBOW CHECK VALVE 65.00 HARDSCAPE OR STRUCTURES. NOTE: 'T'FITTING NO PVC Nt~3LIN AVAILABLE STATIC PRESSURE (L ) : 4. 2"CLEAREANCE FROM TOP OF VALVE STEM OR SELENOID 19.CHRISTY NON-POTABLE(PURPLE)TAG. NO PVC MAINLINE PIPING SHALL BE INSTALLED TO BOTTOM OF LID. CONTRACTOR TO INSTALL JUTE.NE`ITING STAPLES TO SECURE CONCRETE PAD. ABOVE THE GROUND.AL.L PIPING FROM BOOSTER PRESSURE DEFICIT : (+)02.10 P E SURE ADD /PU P : 50.28 TUBING,AND COVER WITH A 3"LAYER OF MULCH. PUMP TO MAINLINE CONNECTION TO BE GALVANIZED AVAILABLEPRESSURE W/ ST PUMP: 115.28 ()ENCLOSURE PIPE WRAPPED W/BLACK 3M PVC SCOTCH TAPE. (-} DEFICIT (+) RESIDUAL PRESSURE: (+)43.18 lAuKAMATIC" Eu" " I 'MENT LAyuuT U V A emolk WON& momIlL A Mr% DETAIL IBM mr-% I%/ buubTEK FU V KESS.U , E Uj b 0 ka SCALE: NTS ALL. F hlwvm*' VALV' 'FE ASSEMBL UKIF ou" ISTRUB50LITIC".)N rU"&ETAIL......... SCALE: N.T.S. SCALE: : M.T.S. SCALE: .T. . �0 s CA P qac a w ign re - 7-31 `a ate' Date ♦4` BOOSTER PUMP NOTES OF C IRRIGATION BOOSTER PUMP STATION HYDROBOOST booster pump system,factory prepipedIlig and prewired,mounted on a galvanized steel s9_ base, with control panel,flanged bronze fitted pump,three phase motor TEFC,interconnecting piping and wiring,pressure reducing valve,full size bypass tine,system complete with liquid filled gauges and galvanized steel enclosure mounted on a concrete pad. H RO OST MODEL..IL280BSP-116 P2-15.0 CDEFLMNQ SYSTEM TO CONSIST OF THE FOLLOWING: P Peerless PV 2.5"x2.5x6 inline type pump with flanged inlet and outlet in the volute;impeiter an wear ring to be Ball bronze.Mechanical seat to be:lohn Crane type 21,Pump volute to be top pull out for ease of removal.Volute casing, back plate and bracket to be fusion bond epoxy coated.Pump DESCRIPTION desiggned for 280 @ 116'. MOTOR:15 HP,3550':RPM,460V,3 pphase:frame 184,1M, ' N C��,TE APPROVED close;cou led to the ppump.TEFL enciosure.Verify voltage. ISOLATE VALVES.Bray full lug.butterfly valves with 10AVM% M vul position handles and atuminum bronze discs.Also a 8"one A N C' H U A in the b -pass,. T Y U CO ETE AD:72"x36"prestressed with rebar. PIPING:6"schedule 40 steel of easy to disassemble flanged construction bolted together with SS nuts and bolts.All piping to be hot dipped atvanized after fabrication. PRVICHECK VALVE:4"Bermad 720-20,flange Ambuhb V rim SKIDBASE:to be fabricated'4ram 3"xY steel angle,to be hot dipped gahranized after fabrication for long lasting corrosion resistance. ENCLOSURE:16 gage galvanized steel enclosure with hinged EAST OF ARBOR LANE cover.Enclosure to be bolted to skidbase with a powercoated finish desert tan).Cover has provisions for padlocks. CONT O PANEL:NEMA 3R;UL labeled door in door deadfront enclosure made of 304 SS,padlockable containing: 1 HOA selector switch 2 24V start relays 1^AT10%N D"' ETAILS 1 NEMA sized circuit breaker. 1 No flow off relay with tinier 1 control'transformer 1 Mag.starter 1 Overload&undercurrent protection D A T E:,/0// 4:: TIONS: APPROVED BY: Anderson V-8 flow switch for no flow off RCE Nn_ 24953 Gauges:2.5"stainless steel backed,liquid filled with brass CITY ball valve. Gauge an suction/discharge lines. ENGINEER - DESIGNARCIHITER DESIGN PRECOMMENDED LANDSCAPE ARCHITECTURE GPD - SITE PLANNING PUMP `P C �1CA � NMIN ROANCH©CUCAMONG AA,SUITE 106 SHEET DRAWN N � 909 484-2802 909 484-2800 FAX. ( } Lw 2 1 ( } SCALE: T SCALE: . : FAC . . . C DRAWING GPD 4/26/04 L . 2834 -' C12S-4 J CT T AOF ARCH ITE A JOBNo. m S-8 28 PLANT[NG NOTES. S-1 rS-20 22 SLOPE NOTE: MULCH NOTE: 48 0 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT S-22 CONTRACTOR TO INSTALL JUTE NETTING ON,ALL 3:1 CONTRACTOR SHALL INSTALL A 4" LAYER OF SHREDDED INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SLOPES WITHIN SHRUB AREAS. MULCH IN ALL SHRUB AREAS(1-1/2" IN GROUNDCOVER RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND 31 S-6 USE 9"#11 GAUGE STAPLES 4'O.C. INSTALL NETTING S-21 0 AREAS). MULCH SHALL BE "CITRUS CHIP" MATERIAL AS MADE SPECIFICATIONS. PER MANUFACTURES RECOMMENDATIONS BY EARTH WORKS OF NORCO,CA(909)538-3321 (OR EQUAL). S-4 SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT 40 PURCHASE AND/OR PLACEMENT FOR CITY INSPECTOR'S REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 1_1� I . S-2 APPROVAL. 3. CONTRACTOR SHALL FAMILIARIZELHIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, f S7 HYDRO SEED NOTE: ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY S-2 55 + CONTRACTOR TO GUARANTEE 9D%GERMINATION WITHIN 90 DAMAGE OF SAID UNDERGROUND FACILITIES. DAYS. ALL BARE SPOTS WILL REQUIRE RE-HYDRO SEEDING. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTIONWITH THE INSTALLATION OF THE f S-5 TURF BERMING NOTE: SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS T-7 MAX 5:1 SLOPE ON BERMING. BERMING CONTOURS EQUAL III HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND.THE WORK APPROVED BY THE CITY, 15 4 CONTOURS. SEE CONSTRUCTION SHEET L-12, CALL-OUT 23. S-1 TREE NOTE: 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO S-5 S-10 30 ALL SPECIES TO BE PLANTED A MIN. OF V-0" FROM CONCRETE INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE .1� 66 7 HEADER MOW CURB. REFER TO MIN. GROW CURB SPACE IN OF THE CITY PRIOR TO EXCAVATION. _S-2 4% LEGEND FOR MIN. PROXIMITY FROM HARDSCAPE SURFACES. STRAP LEAF PLANT NOTE. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 44 S-6 X ALL STRAP LEAF PLANTS TO BE SET BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- AND ADDITIONAL 12" BEHIND SIDEWALK. CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS S-2 OTHERWISE APPROVED BY THE CITY. -22 S I 25 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTIT ES FOR PLANT 4 MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 6 SLOPE NOTE: S-21 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE S-4 CONTRACTOR TO INSTALL JUTE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS 121 NETTING ON SLOPES USE 9"#11 GAGE AND DETAILS HEREON. STAPLES 4'O.C. INSTALL NETTING PER T-8 MANUFACTURES RECOMMENDATIONS 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 15 4 S-6 S'- 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND I S-5 S-5 T-7 QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED S-1 7 24 3 (S-7 ) 6 SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. S-7 6 24 IT 0 S-7 35 209 f S-6 4 CY.NITROGEN STABILIZED SAWDUST T-8 10 120 LBS GYPSUM 4 125 LBS GRO-POWER PLUS S-5 10�! T-8 11y 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 STANDAR S A A �4 , S-12, ID 3 SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR -7 S-2 TO PURCHASE AND PLACEMENT. SHREDDED MULCH.IS AVAILABLE FROM: T-4 S-6 65 JA EARTH WORKS 1351OLCITRUS AVENUE.NORCO, CA (909)538-3321 / S-10 4 __7 S-2 24 1 If - 5 PLANT LEGEND S-7 S-2 SYMBOL loe S-12 �77 or CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING QUANTITY COMMENTS MIMINMUM S-2 9 8 ROW N S-A TREES (This Sheet) 17 SPACE S-22 0- T-1 Magnolia grandiflora Southern Magnolia 24"Box 30'o.c. 14 Standard 8t T-3 150 4< V 14- T-7 5 S-14 13 T-2 Pinus canariensis Canary Island Pine 24"Box 25'o.c. 9 Standard 81 S_ 7 S-13 -3 Geijera parviflora Australian Willow 15 gallon 20'o.c. 11 Standard 6 Nls$ 3 50 T 15 6 IT: T-4 Platanus racemosa California Sycamore 36"Box 35'o.c. 6 Multi-trunk 81 4* q", , - 'N' ­ I � (S-14 A%, z Z 20 S-7 T-4 T-5 Lagerstoemia i.'Muskogee' Crape Myrtle 36"Box 20'o.c. 18 Multi-trunk 3 T-7 S-1 N T-6 Quercus virginiana Southern Live Oak 60"Box 40'o.c. 7 Standard 8 14 N 31 8 T-7 Platanus aGerfolia'Bloodgood' London Plane Tree 15 gallon 25'o.c. Standard N 13 S-5 S-12 T-8 Melaleuca quinquenervia Cajeput Tree 15 gallon 25o.c. 19 Standard 9 fc kq -10 Ar (S-2 SHRUBS 15 T-1 S-4 -/T Hemerocallis'Dah Lee Su' Dah Lee Su Daylily I gallon 2o.c. 554 S-16 S S1 A N T-6 X S-5 S-A S-11 S-1 S-2 Nandina d.'Nana Purpurea' Dwaff Heavenly Bamboo 5 gallon 2'o.c. 662 _1k S-5 1-4 3 Berberis t.'Crimson Pygmy' Japanese Barberry 5 gallon 30 O.C. 28 S_ EU S-2 '0 N f 41N S-4 F//// Lantana'Dwarf White' 1356 S-9 S S_ Dwarf White Lantana 1 gallon &o.c. 787 2 37 -12 S-5 Trachelospermum jasminoides Star Jasmine 1 gallon 2'o.c. S-4 8 Plumbago capensis Cape Plumbago 5 gallon 10,o.c. 34 S-16 13 S-6 61 33 T-3 S-7 Rosmarinus o.'Tuscan Blue' Rosmary 5 gallon Uo.c. 92 S-13 S-1 S-16 n S�i 2 S-8 Grevillealloellii' Grevillea 5 gallon 5'o.c. 121 78 j 32 T-1 8 6 35 T.5 S-16 S-14 S-12 Ell S-9 Agapanthus'Queen Anne' Lily-of-the-Nile 1 gallon 3'o.c. 53 8 S-10 Rosa banksia'Alba Plena' Lady Banks Rose 5 gallon 7'o.c. 66 S-4 co 1��� S-9 25 ell _r- th % 0 �( S-11 Phormium'Jack Spratt' New Zealand Flax 5 gallon 2'o.c. 112 -17 A e Arctostaphylos'Emerald Carpet Manzanita 1 gallon 5oc. 72 S-12 0 S-16 S-16 0 24 -15 Iva hayesiana Poverty Weed 1 gallon 5'o.c. 382 . ,_- , ::::: : . S-13 2 -16 31 j -14 Mahonia repens Creeping Mahonia 5 gallon &o.c. S S 103 _J ( S-11 IF S-8 18 S-11 S-16 OF' S-15� S-15 Ribes viburnifoliurn Evergreen Currant 5 gallon 10,o.c. 22 69 S 20 110 NI, 5 UA T S-13 S-17 S-16 Armeria maritima Pink Thrift 1 gallon 18 O.C. 367 S-2 a-17 S-17 k 4 b lu 000W S-12 S-17 Rosa'lGeberg' 93 19 S-10 10 10 Iceberg Rose 5 gallon 42 O.C. 2 9 Dietes bicolor Dietes 5 gallon 4'o.c. 20 S-1 S-16 S-17 KS-1 3 4�N S-18 N (D 36 S-16 32 S-19 Rhaphiolepis i.'Ballerina' Indian Hawthorn 5 gallon 4'o.c. 0 6-4 14 S-11 S-17 36 2 S-20 Anigozanthos flavidus Kangaroo Paws 5 gallon 1APe 33 2 30 O.C. 22 S-17 4 12 V, P 41, S14 S-21 Salvia greggii'Pink' Pink Autumn Sage 5 gallon 4'o.c. 38 %7 Cf 12 A�N� 01 A fj/ 0 'N S-22 Myoporurn p.'Putah Creek' Myoporurn 5 gallon 8'o.c. At" 184 0 GROUND COVERS S_ S-1 8f GO-1 Pro Field Supreme by Stover Turl' Hydroseed Install as per ene-1 (800)621-0315 manufacturer's -1 -12 recommendations S S Q 6-16 N' Date 25 T-5 20 9 N -T\ (S-13)I F C 4 1,�-, C S-3 /T 21 4(<; 28 x T-5 AV S-5 % 2 49 41, X 5_1 S-15 -2 (S 8 T-7 DESCRIPTION OF' REVISION TE APPROVED S-4 15 4 DA 0 70 j, 40 S-5 'ITY o ' RAN'HO CU' MO NG TA VIC"FORIA ARBORS PARI ` S-2 32 J EAST OF ARBOR LANE 14 -14 -7= 15 S-3'� V MK-a -En 4 am 'it-ow 0 -J= 4EK 0 Uj L3 16 MATCHLINE-SEE SHEET L-23 PLANTING PLAN CID X� PL C 115 CrrY ENGINEER,/ RCE. NO. 24953 SYMBOL LEGEND APPROVED BY DATE. MX S, REFERENCES TREES DESIGN ARCHITERRA DESIGN GROUP RECOMMENDED SHRUBS GPD LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS SEE THIS SHEET SITE PLANNING CALL-OUT FOR CONSTRUCTION, SEE SHEET L-1 1 10621 CHURCH STREET, SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SYMBOL CALL-OUT FOR IRRIGATION, SEE SHEET L-18 A., PSC (909)484-2800 FAX: (909)484-2802 SYMBOL FOR DETAILS, SEE SHEET L-24 LONG MEADOW DRIVE- sHEETL.22 SIZE FOR SPECIFICATIONS, SEE SHEET L-26 SHEET KEY MAP CHECKED DRAWINGNO. (gal./box) QUANTITY QUANTITY N.T.S. SCALE.- 1 11=301-011 GPD DATE 4/26/04 RLA NO. 2834 So 1:3 _L, M C U 0 L N C T LOPE NOT' ONTRACTOR- LOPES WITHI� USE 9 1.41 1 GAU P M U C7 EERAN FA I MULCH AREAS AIDE Y L)_ B EA �)JA SUSMI� To PURCH APPRO F F URF 5 MA X CONT S-2 QE) amolks 22 35 V ARCHITERRA JOB No.— 0228-4 PROJECT SHEET —OF — dW*aj .............. \ I* 111%1 1111,11il LIMIT — , `I % % , . % % - — — -------------- . . 1$\ _'­` - . \ -. . _ _ ® � %% f ` 1. ®®40 e` ® _ ` S-13 S-14 S-15 S-1 1. — : . \. 5-14 69 17 4 $ '% . 12Is N® , I— S-5 S-15 � N 4 S-13 I 6 71 N I11 S-3 7 23 24 7 ® . \ %\, ....°_�,N 4 ` S-12 a I $ I _ _ s _ _ -_ - . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ �..._ _ _ - a - _ x'�.s_sazr.%...',..x=.a• r's:sa. xa` ; F _ .,s sa:;s.:.--..�;;.,= ur,.^_:..-,-w.�cx_ _ ;..r...a Rwr u-` - _ . - » _ ♦ 6 - • ' - - - - - - _. - - - _ ` _ _ - . . ` - ' . . - - - . 5-12 5-15 S-14 5-1 S-13 -14 ®, , S-1 ,� _ _ - . - . _ _ _ °r - _ - - - . - . _ _ - _ - - - - - _ - _ - . . . 11�. .# ' _ 2a � - -: ,71\ / I I'llS_5 d® - - y - - - I i- . . - . - - _- : : ' - - . - -' = _ - .- - -' - . : :_ - - » : :_ _` : _ = ` ; - , T'4 - € . _ , - . . • - . . - _ - . _ _ . _ - . ^ - - . . - . - _ . - -p- _a..` _` ` ` , , ,0 - _ . . - 361 - - - -. :� 4. LIMIT OF WORK � _ . w _ _ €] - - >e '.,. - - - _ _ _ - - _ - _ _ _ - » - - - - - - - - _ - - -- _ °-p re _.f... ,:j•_ _�— r R \ \ ° .� / _ - - - - - - - - - - *::: . . S-5 � . / / I . - '%'%%N\�\:�� Z� i. __ - - _ - . - - . - _ - » . ' - - r C# - . S-4 . - - - - _ - ' _ - - - . . • - - . - . - - : - . - - . - _ .- - - - - - "- - . - _ . - - - - . - ` f r' - . % S-5 = - : _ _ 2a 9 a �_-__ 52 - - -- - - ���� � / _ __ _ _ _ 'fa_ - _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ .. - - ^ . _ - - - - . ' _ _ - - . - - » ` ' .�—'-P„__"'- ---.^a 29 - - :. = - -- = _ .- - :. = :. . - _ -- - - .. . - . - - - - _ _ _ - :. - - - _T _ai , t T7 --- " E N D . - - - -. . _.- , -- . -- -_ • - - . - _ - _. _-• _. _ _ -- ` '- . s- " ' ---• - _ d; 246 _� . _. 1[ S-1 aPLANT LE' - - - -- _ _ _ . _- - -• . . - » -' - - .- ' - - _ _ - --- - ___ -_ _ . - ___ . _ - .- ° - - "'LANTING p SYMBOL :. - .. . ­ . . . . - - - _ - ' - _ - - - _ _ - - - - _ . . - _ - « _ _ . _ . - _ _ . _ _ t _ - _ . _ _ - _ - _ - ' . _ . -- . _ . - _ - . . - _ 1 • 1, CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BC3TANlQ NAME COMMON NAME SIZE SPADING CUA TITY COMMENTS MIMINMUM I - _- - - _- . . . . - _ _ - _L__ . _- .- - ^ - ' .- -. . . - _ . _ . _ " _ _ _ _ - _ -_ _ _ - _ _ °.» --- . . _ . . . .- _ I I . . 14 INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND (This Sheet) GROW - - . - _ . _ ' _ - _ ENT,AND REPLANTING AREAS WHICH ARE NQT INSTALLED PER FLAN AND SPACE TREES - . - _ - - - . - - . - . 29 . ° . - - . - - - _. - _. . _. -. .. - -_ - - - - - _ _ . - _ _ . .' _-' - `_- - __ .. . . . _` - - - _ S-4 SPEC FICATIONSRRIGATIQN EQUIPM d 1 ° - - _ - _ . ` - _ -` _ : : . ` ^ _. :-_ _ : : . . : -_ : _ -; _ _ : -; _ : : -; : : -' - : . ` • --' -« _ _ : . ` - a ' 56 PIT T-1 Magnolia t randwflara Southam Ma Magnolia 24 Bax 3 a.c, 19 Standar $ ® . - - - - - . -_ ' _ : _ . _ - : _ - - . -: _ _- - _ -: _ _- : _ _ : -: _ - _ : . _ _ - 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT P S-5 - _ -_'- :-: : -' -_ - : i. _`. : . : : : ,-_ . . _ : -- _'_ -_ • : .-_ : • :`m " : v . - : : ^ REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. T-2 Pinus canariensis Canary Island Pine 24"Bax 25°a.c. 20 Standard $' _x " ' 50 . - . . _. - - - - -- '- - - - - - - - - _ - - - - ' _ - - - _ - _ , . - - a . _<q _ _ . S-1$ - . - _ _ . _ _ _ - _ - _ _ _ - - ` -- . - - • CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, - - _- - - -_ _-_ - _ - - - - ` / 7 ETC. AND SHALL TAKE SOLE RESPONSIBILITY FQR THE REPAIR/REPLACEMENT,AT NQ COST TQ THE CITY,ANY T- Genera parviflara Australian Willow 15 gallon 20'a.c. 11 Standard S-2 : . ' _�_.- - . : . - - - : . , -_ - - : - " -___ - . - : - ' -_ ._~_.- - . : - . -__- - . : . - _- - ' . '- - : - -_•. - - . : - ' .:_ . ,- . : . - - . - DAMAGE OF SAID UNDERGROUND FACILITIES. . - . . . . . . . . - . . . ' T 45'o.c. 1 Multi-trunk $' 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE Platanus racemose CaliforniaCalifamia Sycamore 36 Bax - i _ _ _ _ . - . . _ . __ _ _ - '^ - _ *}- - : _ 6 - {,%�� 19 SPRINKLER SYSTEM NAVE BEEN COMPLETED FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS , S®4 _ - . - . _ - _ • . _ . . . - -. . . - . - - HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. T-5 Lagerstaemia i.'Muskogee` Grape Myrtle 36 Bax 20 o,c. 4 Multi-trunk 3 � . _ - - . . . _ __ _ _ _ . -1- - ,, . . :__ . -_. . -- - __ _ p_- : .T .- _ - _ . - -_ ` : . '. = - -- : .- - ` a S-11 11 1 28 _ . :- 4 -_ - : Q s --- . - ` ': _-_- ,-- - - - ' _ - _ _ _ _ _ _ _ .- _-. _ :.- _�m --� _ .. _ 5. ALL PLANT MATERIALS SHALL BE APPROVED FQR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO Sauthem Live Oak 66 ax 4D o.c, 1 Standard $ g T-6 quercus virginiana I _ - _ }� - - _ %� ° °' ? 2$ ,#, INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE - - - - _ . . ^ . - - _ - _ - - . -- - . _ - - _- -__ . - - - - - - » . .- . - ' - - - - - - - . ` ' _ . �� OF THE CITY PRIOR TO EXCAVATION. 1 1 ` _ »: ~_ ' ' _ '_ ^ -. . . - ` - - - - " - - '• - - - - � - . - ` : ^ _ - T-7 Platanus acer#alia'Bloodgood' London Plane Tree 15 gallon 25 a.c. 1 Standard $ S Ic KS`_1$ ` `" 6. GONTRAGTOR ES RESPONSIBLE FOR ALL REPAIRSAND/QR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS S_2 - - : : : _ .~ y: 6 5 `A BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION AND/OR HIS SUB . . . - - . ^ . - - - - - . _ - - . - - . _ _ . . . . e ' . ,a. T-$ Melaleuca goinuenervia Cajeput Tree 15 gallon 25'a.c. a Standard 8` . k7 27 _ - . : `. -. : : ' - -`. " _ : : - : - ' ` _ . :., • . . « OTOHERWGI aAPPR4REPLACEMENT ED BME HTEITG MS SHALL E EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS Lj_ %-, _ - _ : _ . - : ' ` - =. - a SHRUBS S-5 :_ ._ - - --- ._ • - - --. -^ . . - . _- . ^ . - - .' . '_ - - - -". -_ • 1 ,, 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT am N SR UI 52 : . _ _ » _ T 8 - - :_ - -` - _ - _ = - `_ - :_. . _- -_ _ , s - - _+ 1.`. : -P _ - E IALS I ED ALL O E D THE IN IDA T ACI S_1 Hem rocallis°Doh Lee Su' Dah Lee Su Dayfily 1 galfan 'a,c, 18t MAT R NSTALL SH BE G V RNE BY D TED PLA NG REQ RED ItItttt r 15 a - 8. WHENEVER SHRUB/GROUN VER AREAS ARE ADJACENT TQ TURF AREAS QR PUBL{G LANDSCAPE AR S ARE - - - . - l - -: - : - -_ -: ` _ - ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS S-2 Nandina d.'Nana Purpurea' Dwarf Heavenly Bamboo gallon 2'o.c, 187 t 1 - AND DETAILS HEREON. LM I 24 2 1 - DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. %°�®r.,.°�.�. S-3 Berberis t. Crimson Pygmy Japanese Barberry gallon 30 a,c. 115 _ _ _ _ - _ . 9. CLEAN-UP SHALL TAKE PLACE ON A �'�"�"�' ° - - - -` U - : - = : -_ - : - - . = - k= /'//I S-4 Lantana White' Dwarf White Lantana 1 gallon 3'a.c. 259 I - _ - :_ :- . _'. :_ :_ = . - _ - _ .- . . ` "f 10. THE FOLLOWING SOIL ENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND4P C S-3 ;� . _ " ` ^ - - _ - _ . :- - _ - . _ . .- - . - - - TH E IRED S 5 rac els p rmu sminoides Star Jasmine an o.c. 4 1 ' 4 QUANTITIES SHALL BE BASER ON SOIL TEST RECOMMENDATIONS(SEE SPEC[F[GATIQNS}, RQTQTIL E R QU d r T h s e m ja St J 1 gall 2' 8 41 /. - - .- . - .1 I .' - . . _" . ' - . . _, -' - - - - -`. _ « ' - . . , " » _ . - : p - `�-.., SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT, _ - - - - - � ,T,n d .-. -: : . '_ : .- .'- `. :- `_ -: .- --- -_ -:- . -- --- _ -_-' _. 1 ' .� N 5 S-6 Plombage capensis Cape Plombage 5 gallon 10'a.c, q S-2 = :• : - -_ ' -- - . _ _ _ - - LL : - y- - - ° _ 4 GY.NITROGEN STABILIZED SAWDUST 31dw _ _ _ - ' y 120 LBS GYPSUM Sl7 Rosmarinus o.`Tuscan lue' osmary 5 gallon 6'0.G. =..t_ _ _ _ _ - ` _ _- _- r. - - _-:. -.._.T:_ ,=. - _ 125 ER PLUS an o.c. 93 S-1 Nk LBS GRO-POW S 8 Grevillea'Noellii' Grevillea gall ' I - = :y - " - _ - _'. _' : " _ , : - _ : - - -` 16 IVE 4"OF WQQD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO 1 1 S-5 _ - - - - . _ _ .^ :- - _ « _ . - _ ' -_ . - - S_ "4-, fiv 11. LANDSCAPE AREAS SHALL REGE S_ Agapanthus Queen Anne Lily-of-the-Nile 1 gallon 3 a.c, 55do - - - . , _ ' _ . __ _ _ _ . . - _ . _ ' - '_ _ -_ _ . _ -_` . . - • ._. - _ i EDGES AT GRQUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS 50 . ` . - f: - _ - - - . . .` - - - - ' ' - - _ - - . _ _ . . - - _ -' - - - . - _ - - - - - ' . - . - . 10 -- - : l® °f S-4 ;, SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FORTHE CITY'S APPROVAL PREORdw s ® �~ : :- -: - -: . =_ : _ .^ -: _ : ' , S-10 Rasa banksia°Alba Plena' Lady Banks Rose 5 gallon 7'o,c. 0 R 118 TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FRQ9 44 S®4 : 9:` - % : : : - . : _ ` - - - -_ - . . _ -- . - . . . - T-5 EARTH WORKS 13510 CITRUS AVENUE.NORCO, GA (909}538-3321 ,�=�=,�= ,� 5-11 Phormium'Jack Sprott' New land Flax gallon `a.c. 47 T. 27 - .-_ _ ._. A - a Q ' . - - _ - - - - - : - - - - . - - - . - 60f - . _i - . . .orf : . . .0 - 0 S-2 .T �: -- . :� - _ = - . = . % '-%_- . - - T-2 5-12 rctostaphyfas'Emerald Carpet' Manzanita 1 gallon 5°a.c, 23 _ -71 - - - - ' = S-13 Iva hayesiana Poverty Weed 1 gallon 5'o.c, 145 27 : _N .N _ .: _ :- -: • .- - _ :' ,� TRACT T GUARANTEE 90%GERMINATION WITHIN90 _ _-�: - . w � _ _' '- _ - }_ ;` S-19 DAYS. ALL AR SP TS WILL REQUIRE E-HYDR SEEDING 5-14 Mahonia re ens Creeping Mahonia gallon 'o.c, 77 T. S-5 t _- : -� :i a : .: - 10 < Is I _W : a N 52V v - S-15 Ribes viburnifolium Evergreen Currant 5 gallon 10 a,c, 29 I 1 Mp [9q1 �! O 6� t 4 ti G7 Gam ! C3 C C�7 w L� m w� 11 S-1 r (�' ` CONTRACT SHALL INSTALL A 4'° LAYER F SHREDDED 5-16 Armenia maritime Pink Thrift 1 gallon 1$ O.C. p ❑ S-1 S-1 T-I S 1$ S® ,a MUL H I ALL SHR ARA (1-1/2 I ROUND OV R S_17 Rasa'lceber Iceberg Rase 5 gallon 42"o.c. 0 °ti• $ 44 e. 12 40I I AREAS). MULCH SHALL "CITRUS CHIP" MATERIAL A MAD T 2. � 15 23 2a 8 12 � 1 C r ___ _. _ _.- r S-5 5-11 [ `% I BY T KS NORCO,CA (909} 538-3321 �OR EQUAL8. S-18 Dietes bicolor Dietes 5 gallon 4'o.c, 43 2414 26 52 SU IT SA L OF ANY ALTERNATIVE MATERIA PRI R T ; S-5 S- ' ' Indian Hawthorn 5 gallon 4'o.c. a0 ' ' a e na S-9 INSPECTOR'S 5-19 isle �s�. B {I rt PURCHASE AS AND/OR PLACEMENT FOR CI IN Rha h p 9 0 .�. p 43 S® 10 3g ° �. 5 N APP VAL. S-20 ni azanthos flavidus Kangaroo Paws gallon 3011 ox. Q `'4 11P ro I 22 101111111111111 I ca CIX 11� S-4 S-$ _.- - S-5 Pink Autumn Sage Q .� ® - - - -.- - - - -.M T 5 .--- - a Salvia greggii'Pink' S gallon 4'a,c. .-._._. -.-.-._.-, _a_.-.-._ . 5-21 S-5 A S_1 16 33 __-- 24 2 65 - m_ � 5-22 Myoporum p.'Putah Creek' M a Drum ..igna ore�" y p 5 gallon 8'o.c, Q 7-31- 21 i 11 ° NETTINGUN ALL 3.1 GROUND COVERS to���a t� ❑ C T ACT RTU INSTALL JUTE q, gate . SLOPES WITHINSHRUB AREAS. 6 ° 11 \-r— —h- I �;� I USE " 11 AUG STAPLES 4° .C. INSTALL NETTING -- " - . - CC-1 Pro Field Supreme by Stayer Turf Hydraseed I -- IV pry , --.- i _..-----_ PER.MANUFACTURES RECOMMENDATIONS (800}621.0315 F 6J ❑ - RCP B /^! k ALL SPECIES T E PLANTED A MIN. O 3'-0" FROM CONCRETE I S_ S-4 S-5 S-5 T 1 S-9 S-9 T-1 f S_5 S-$ HAD W CUR . F R T MIN. OW CURB SPC I � 9. 3,1 14 60 10$ 24 5 10 10 2a 6 225 42 LEGEND F IN. PROXIMITYFROM HARDSCAPE SURFACES. - - —DaRIVE— - L )N.G- - -MEADOW- - S®1 S-1$ LL `{r'�,1'E _ �fDESCRIPTION OF REVISION I�,A 7iI2Q�l"El� 2 14 ° kN ALL STRAP L PLANTS T T �Id �.-, � AND ADDITIONAL 12 BEHIND SIDEWALK. , r A i- CUCAMONGA I f CITY o f RANCHO C ,t`� — . f'' : 11 4(l ( . . - - � I .. I r�%Iz . . !! . . L 4 - VICTORIA ARBORS' PAhr\ I � 0 ~� ' I , __�? Rs, L I, _ _ -�? ,� _�., . - EAST OF ARBOR LANE 9 `. ,�,_ 11 ",_- '_ , 4 { k 13 i I .. ,-........ W 11 1 :5 -. -.­_-�­ -,-. . PLANTING � PLAN UKp - ­ ­_ � ;,­­ ­ __�,_ , "__� { ______ 1.1.E _,_ - '. W . - ka PLAN 'S .. .. .. ,. .. _ , RCE No. 24953 . I I'll - .� _ - 1 .. f { f <.�. ' IT I GROUP �: , LANDSCAPE ARCHITECTURE SEE SHEET SITE PLANNING FOR CONSTRUCTION, _- 10621 CHURCH STREET, SUITE 106 FOR IRRIGATION, - " RANCHO CUCAMO GA,CA 91730 _ . � {909)484-2800 FAX: {909)484-2502 DETAILS,FOR SEE SHEET — p � L-23 —r----LONGI FOR SPECIFICATIONS, SEE SHEET L-26 MEADOW DRIVE N. _... . I SHEET KEY MAR CHECKED DRAWINGNO. . . SCALE:. 1"=30'41 IS ' 1 4/26/04 RLA - 4 Lo 1 3-L, - y ARCHITERRA JOB No. 0228-4 PROJECT SHEET "O OF 37 "0 T •-- L::OP t=CSES r 1" ;HLATER �- /r NOTES: / 1.REMOVE NURSERY STAKES 2.STAKES TO BE PLUMB AND T Y I N a ELAN PARALLEL. J 3.STAKE TREE PERPENDICULAR `•-' TO PREVAILING WIND. N NE HALF OF SPACING NEW RUBBER HOSE QUER WIRE ev E TIGHTLY COMPACTED 3"BERM TO FORM LIMIT'OF PLANTER AREA REQUIREMENT AT POINT OF CONNECTION. ��® DEPRESSED WATERING BASIN. GALV. STEEL CABLE SPACED S ��� TOP OF ROOTBALLTO EXTEND 2` EQUALLY AROUND TREE ¢ TOP OF ROOTBALL TO WOOD CHIP MULCH. COVER WITH J,/4" DIA. K 3' FINISH GRADE EXTEND 2`ABOVE ORIGINAL GRADE NATIVE BACKFILLWITHNO ROCKS LASS 200 WHITE PVC PIP=. TOP OF RCtOTBALL TI? GREATER THAN 3"DIAMETER EXTEND 2" ABOVE I TOP OF STAKES BELOW 3"BERM TIGHTLY COMPACTED IN HEAD IE TREE WHERE PLACE TO FORM WATERING BASIN FINISH GRADE EADOIES REE WH HABIT PERMITS4pw . Af�80R GARS OR EQUAL sv TURNBUCKLE (T)rP,) TURF AREAS. S MA1NTRUNK 2)SETS OF CINCH TIES SPACED 24" APART,ATTACH WITH GALVANIZED TIGHTLY WATERINGPACTED A BERN SCREWS TO&LODGE POLES. TURF TO f{?Rk+t WATERING BASIPt FC}F RESIDENTIAL AND GROUND 2°DIA.LODGE POLE PINE STAKES Q COVER INSTALLATIONS. WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6"INTO ROOT BALL 4"` ROOT BALL WOOD CHIP UNDISTURBED SOIL AND POSITION MULCH W PLANTER. STAKES OUTSIDE ROOT BALL.in qlm�00 EQUA ARBOR GUARD IN TURFAREAS AND PLANT PIT TO BE 2 TIb1ESTHE FRcxv T YARDS. WIDTH OF THE ROOT BALL. PLANT PIT TO BE(2"TIMES THE TOP OF ROOT13ALL TO EXTEND 2" WIDTH OF THE ROOT BALL 1-II 1=III E I1=E 4 _-{{ -1 ` ABOVE FINISH GRADE. TIGHTLY COMPACTED 3"BERM TO FORM j ISI I`I I WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS.LOCATE rs�^r I ROOT BALL I I •1 I OUTSIDE OF PLANT PIT.BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY� NOTE:= I I ACCEPTANCE. NATIVE BACKFILL WITH NO = I F 1 ROCKS GREATER THAN 3" NATIVE BP,uKFJLL WITH =11 DIAMETER. 1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NO ROCKS GREATER I11 1I IIS-=1� l=11=1 I=1 I SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON THAN S DIAMETER, 1-14E I� I I"'I�1 I��-I I`II!-I I DUC10E3tI.FEARTH ANCHC UNDISTURBED NATIVE SOIL. UNDISTURBED NATIVE SOIL. PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. (68-DTS)TOTAL SYSTEM It! I-i 11=i� �I I J 1=113 �Ti=f1 I OR EQUAL 2.WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR PLANT PIT TO BE 2 _ - - NOTES: NOTES: SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER TIMES THE WIDTH OF ROOT {BALL, OOT 4 LL 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING RA�KsR TLLWITH 3ODIA. OF ROOT BALL.DO NOT CRACK ROOT BALL. 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATrvE SOIL. OF ROOT BALL.DO NOT CRACK ROOT BALL. 3.SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOTES: NATIVE SOIL UNDISTURBED LEGEND ARE ESTIMATES ONLY.QUANTITIESOF PLANT MATERIALS. PLANT INDICATED ON THE 1, INSTALL GUYS NAND TAUT TC TIMCEROOTBALLWtDTH PREVENT DEFORMATION OF LIMBS, 2. WIRE SHALL BE CLAMPED OR CRIMPED NOT TWISTED, m_ TOP VIEW T REE GUYING (3611 A-4, % 5 0 " `B SPACING5 111 oil0--s I I BOA OR LARGER) TREE PLANTING SHRUB PL ANTING %.jIl 1RUB PLANTING ON SLOPE SrlRU ALE- RC CITY . . #. : . T SCALE: 508 . . I . TN.T.S. F 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE HYDROSEEDED AS NOTES: FOLLOWS: 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE.SMOOTH ALL 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE;DQ SURFACES,FINISH GRADE TO 1"BELOW ADJACENT WALKS,DRIVEWAYS,ETC.ROLL NOT CRACK ROOT BALL. ALL AREAS TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITIES:FILL LOW SPOTS AND EVEN IRREGULARITIES.LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. 2. DO NOT USE ANY FERTILIZERS OR PLANT TABS IN THE 4"GF COMPACTED WOODCHIP CITY INSPECTOR TO APPROVE FINISH GRADE PRIOR TO PLANTING. PLANTING HOLE EXCEPT AS INDICATED IN THE PLANTING HARDSCAPING(CONCRETE HEADER, MULCH. 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX TO ALL SPECS. CURB&GUTTER,SIDEWALK ETC.) FINISH SOIL GRADE DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: 1 CELLULOSE FIBER 30 LBS/1000 SQ.FT. 12` 1 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 SQ.FT. IBDU 31-0-0 SLOW RELEASE 7 LBS/1000 SCI.FT. r LEGEND: 3 N SOIL SULFUR 3 LBS/1000 SQ.FT. 1, TOP OF STAKES. SEED MIX PER LEGEND 12 LBS/1000 SQ.FT, 2. MAIN TRUNK. 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS THE 1MAX 2" 4 3, CINCH TIE 4 PER TREE.. own C SHOVEL CUT EDGE COMPACTED DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL.AFTER THE NATIVE SOIL FIRST IRRIGATIONS,WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS 5 4. APPROVED TREE STAKES{2)PER AS CONDITIONS MAY REQUIRE TO KEEP THE SOIL MOIST ABOVE,AROUND AND SPECIFICATIONS. BELOW THE SEED/ROOT SYSTEMS AS MY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. 5. 6"DIA.PVC PERFORATED PIPE-FILL WITH 1/2"WASHED CRUSHED AGGREGATE BASE FULL 5. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NON-GERMINATING OR ERODED LENGTH OF PIPE(LOCATE 18"FROM TRUNK). AREAS WITHIN(20)DAYS OF INITIAL HYDROSEEDING.TURFGRASS AREAS SHALL BE NOTES: FREE OF BARE SPOTS AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. 6. 3"BERM TIGHTLY COMPACTED IN PLACE TO 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL FORM WATERING BASIN. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2 1/2"BEGIN MOWING 2.MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND AT A MINIUM HEIGHT OF 2".REFER TO MAINTENANCE NOTES FOR ADDITIONAL MOW- oe 6 7. ORIGINAL GRADE. INTO EDGES AT GROUND COVER AREAS. ING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 8. PLANT PIT TO BE(2�TIMES THE WIDTH OF THE 4. PLACE NO MULCH WITHIN A 6`RADIUS OF THE CROWN OF A WOODY PLANT. 7. REMOVE ALL ROCKS 3/4"DIAMETER AND LARGER IN THE TOP 2'°OF SURFACE SOIL ROOT BALL&2"SH LLOWER THAN THE ROOT IN AREAS TO BE SEEDED WITH TURFGRASS. A BALL-PREPARE SOIL FOR BACKFILL AS PER t 8. PRO FIELD SUPREME BY STOVER(800)621-0315 SPECIFICATIONS. 9. NATIVE SOIL. dN 10 TREE ROOT BALL-SET 2"ABOVE FINISH GRADE IN PLANTING PIT. 1Q g ff MULCH LAYER Hl Y D R(m.J%s"E E N 0 T E S TREE SLOPE DATE APPROVED e"' ITY of RA NCmu c ' " C M NGA u u S A,p zb. VICTORIA ARBORS P"AHM Lato C-> EAST OF ARBOR LANE Sig re 7/3110 o Re wal D Date PLANTING DETAILS OF CN APPROVED DATE ® + s .p Y u"ITY ENG'ANEER RCE No. 24963 DESIGN ARCHITERRA DESIGN GPD LANDSCAPE ARCHITECTURE SITE P NNING 10621 CHURCH STREET,SUITE 106 :..RANCHO GUCAMONGA,CA X1730 . . : SHEET : : Vis)as4-2soQ F : (sos)�s�-2sQ2 PSC L-24 CHECKED DRAWING NO. GPD GATE RLA No. 2834 Z013-L, ARCHITERRA JOB No. 01228-4 PROJECT SHEET -1-1 I I I I I I . I I I � ___ --_- -g........."",,,,, SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/T'x 16"x I 1"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or I e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate,without bringing this to PART1.GENERAL � I The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. 2, Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION and shall be the maximum size.which the controller door will allow. 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 1 0"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the,actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B and/or concrete is necessary,it shall be done and replaced by the the entire system shall be Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work, A� Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. I sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral LinePiping: Cucamonga. No hydraulic driving will be permitted under concrete Drawings and described herein. when reduced. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 N. Sprinkler Heads: paving. 3.07 MAWTENANCE B. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. I. All sprinkler heads shall be of the same size,type,and deliver the 3. Refer to City Standard 120"Trench Repair"when within City streets A� The entire irrigation system shall be under full automatic operation for a orders,standards,and regulations,and meet the mihinurn requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, susceptible to traffic loads. period of seven(7)days prior to any planting. the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified 111111--', I edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the I sealed between two pieces of plastic,each piece being a minimum 20 operation period. 1.02 QUALITY ASSURANCE&REQUIRENIENTS mils. 3. Pipe,shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. i. Routing of sprinkler irrigation lines as indicated on the Drawings is compound conforming to ASTM resin specification D1784. All pipe diagrammatic. Install hues(and various assemblies)in such a 3.08 CLEAN-UP A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown manner as to conform with the details in the Drawings. permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt B. Manufacturef s Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed with its own outlet. down,and any damage sustained on the work of others shall be repaired to its shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. original condition. 1, Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ton the same as for solvent-weld pressure main line pipe and fittings as 3. install all assemblies specified herein in accordance with respective Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.O I B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE I C. Ordinances and Regulations: All local,municipal and state laws,and rules three ring binders containing the following information: D. Brass Pipe and Fittings: 0. Sleeving: I specific items required to complete work,perform such work in A� The Contractor shall operate each system in its entirety for the City of Rancho and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and I accordance with best standard practice with prior approval of City of Cucamonga at time of final observation. Any items deemed not acceptable by I incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe I 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. the City of Rancho Cucamonga shall be reworked to the complete satisfaction provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schodule 40 P.V.C.or approved equal. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga- these Specifications shall not be construed to conflict with any of the above manufactures local representatives. moisture before installation. Installation and solvent welding rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the 'I-_ Specifications and Drawings call for or describe materials,workmanship,or � item installed under this Contract. P-460. manufacturer. City has received all accessories,charts,record drawings,and equipment as construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation required before final site observation can occur. required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. s,the Contractor shall work the metal Specifications and Drawings shall take precedence.. major equipment 1 5. On PVC to metal connection 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded joints. Light wrench pressure is all that is required. Where A� The Contractor shall be responsible for notifying the City of Rancho I the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solderjoint type. terminal strip. threaded PVC connections are required,use threaded PVC adapters Cucamonga in advance for the following observation meetings,according to 1. Due to the Scale of the Drawings,it is not possible.to indicate all equipment and show evidence in writing to the City of Rancho � into which the pipe may be solvent welded. the time indicated: offs fittin ,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a 1111-- 1.­­­ .I�­.. 1_.-_-_-1 -11 - . ets�__ .. .9 � � . shall carefully investigate the structural and finished conditions rendered. 16%zinc,249o' cadmium,solidus at 11251 F,and liquidus at 1145'F. I 1 7 volt receptacle. Metal conduit shall run from the 1 17 volt supply I- Line Clearance: 1. Pre4ob Conference-7 days affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be 2. Pressure supply line installation-24 hours such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: properly phased. 1. All lines shall have a minimum clearance of six(6)inches from each Drawings are generally diagrammatic and indicative of the work to be . other and twelve (12)inches from lines of other trades,with the installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours � conflicts between the irrigation system,planting and architectural . points of connection of all appropriate wiring(station valves,master re supply line. Parallel lines shall not be installed features. a. Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressu 4. Automatic controller instaRation-24 hours disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 1 2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment: F. Automatic Controller Assembly: S. Control wire installation-24 hours furnished and installed whether or not specifically mentioned in the I b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. specifications. C. Two(2)keys for each automatic controller. i. Refer to the Irrigation Plans for sizes and types of miscellaneous 6. Pressure supply line and lateral line testing-48 hours d. One(1)quick coupler key and matching hose swivel for i. Install as per manufacturer's instructions. Remote control valves shall 3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment. be connected to controller in numerical sequence as shown on the 7. Coverage test-48 hours shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut- approved equal. G. High voltage Wiring for Automatic Controller: 8. Final observation-7 days , exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3-EXECUTION B. When observations have been conducted other than the City of Rancho City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be Cucamonga,show evidence in writing of when and by whom these performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. observations were made. " I revision necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: A� All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union � C. No site observations will commence without"As-Built"record drawings. The 1.03 SUBhfflTALS 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. contractor shall not call for a site visit without"As-Built"record drawings, A- Handling of PVC pipe and fittings: The Contractor is cautioned to exercise worldng pressure of 150 P.S.I. prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Valves: system for said visit. PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key, Key B. Exercise extreme care in excavating and working near existing utilities. The I 1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by i. Install where shown on the Drawings. Where grouped together,allow CONCRETE SPECMCAIIONS processes specified by name in the Drawings and Specifications. No at any point Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each I substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. ff. Backflow Prevention Units: locations. remote control valve in a separate valve box- PART I GXWRAL -- City of Rancho Cucamonga. , 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Flushing of System: 1.0 Description es V. 2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer,model number, A� If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. i. After all new sprinkler pipe lines and risers are in place and I 9 I and description of all materials and equipment to be used. Although equipment or materials listed on the,Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and For concrete information refer to the Standard Specifications for Public Works I C*. C i prior to installation of sprinkler heads,the control Valves Shall be Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to � . aiL% manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may opened and full head of water used to flush out the,system. Sections 4,201,303,and 400,as well as any other sections related to the installation, a 4M is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system- per and post installation of concrete work,materials,labor,and clean-up. The '1� Fb A . #I OOB or approved equal. n is available from: ~ "4 g 0 ft ! 4 Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system Standard Specifications for Public Works Constructio 4 1 4 Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION has been accomplished to the complete satisfaction of the city of BI Building News . 4* 0 1 Backflow Preventer Febco 825-Y-BV 2. the backflow preventer shall be installed as required by local code. A. Physical layout: Rancho Cucamonga. 1 3055 Overland Avenue I 0 't Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to Los Angeles,CA 90034 . 1 2 Automatic Controher Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of i. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: (310) % 3 Master Valve Superior 310ORCV 3. Provide the amount of cost savings if the substituted item is construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. � 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 202-7775 1 4 approved. 1. Check Valves: 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects Lo Scope 0 4 4 Etc. Etc, Etc. a The City of Rancho Cucamonga shall have the sole responsibility in accepting I. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. to those itemized. 2 Furnish and install all concrete work complete as indicated on the drawings or as t Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc B. Water Supply: 2. spacing of heads shall not exceed the maximum indicated on the specified,including,but not limited to the following: I- listed and should include solvent�primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--5 ID,Class A, Drawings. In no case shall the spacing exceed the maximum � A. Furnish and set all reinforcing steel,bolts,and anchors. 40 boxes,etc, No copies of manufacturer's literature(catalog cuts)are Type IV. 1. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer. 0 -6 00 required as submittal information. 1.06 GUARANTEE connection as indicated on the Drawings. B. Install all items required by other trades which are to be cast into concrete. 1 2. Anti-drain valves shall be of heavy duty virgin PVC construction with 3.04 TEMPORARY REPAIRS 00 I 0 3. Equipment or materials installed or furnished without prior approval A� The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet- Internal parts shaR be stainless steel 2. Connections shall be made at the approximate location(s)shown on C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where 4 of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against tho Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the applicable. 1 1 ONE may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to sprinkler system equipment in operating condition. The exercise of this right by the I 1 4 expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. City shall not relieve the contractor of his responsibilities under the terms of the . 1.0 Protection .� 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and .I J. Control Wiring: C. Electrical Supply: guarantee as herein specified. , 3 All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. 11,Li product or products apparently meet the requirements of the, maintenance manual. 3.05 E)as'nNGTREES - . � �� . . Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be .,�,, Barricade shall be placed imediatelY after concrete finishing. Contractor shall furnish, samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all place and remove all of his own barricades. Contractor shall be responsible for any shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two � damage to new construction and replacement or repair of the work shall be made 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW 1 (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and without added cost to the City. liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on larger in diameter,except directly in the path of pipe.or conduit�shall be tunneled supplement the guarantee. automatic controller. Common wires shall be white with a different thf,-Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive 1.0 Clean-up I �I We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. drying. Where a ditching machine is run close to trees having roots smaller than two 4 Upon completion of all concrete work and before final acceptance,the Contractor shall R. RECORD DRAWINGS: free from defects in materials.and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart, In no case shall (2)inches in diameter,the Wall Of the trench adjacent to the tree shall be hand accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION trimm ,making clean cuts through. Roots one(1)inch and larger in diameter shall remove all tools,surplus materials,apparatus,debris,etc.from the site and the site 1. The Contractor shall provide and keep up-to-date a complete record I abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be shall be left in a clean,neat condition acceptable to the City. set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and�shall be installed along the A. Trenching: . closed within twenty-four(24)hours;and where,this is not possible,the side of the every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. i. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas. D S CA P,p exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such purpose may be obtained from the City of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL � . W. . This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. % ; 6 & 0 as a record set. replacements within a reasonable time after receipt of written notice from the City,we A. Adjustment of the System: 4Q (P VO authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all CIV Cp 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. i. The Contractor shall flush and adjust all sprinkler heads for Z * Si tur - -4 __ drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks, I -,,��7_31 �__ work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be,brought to the surface without 3. Provide for a minimum of twenty-four(24)inches cover for all ne at I roadways,and buildings as much as possible. d� -_C> be installed in a location that does not match the plan,the Contractor I disconnecting the control wires. Control,wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. (Ve-m- - must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 4. Provide for a minimum of eighteen(18)inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will P_ Date manner so as to match the original symbols as indicated in the SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing I ply lines of two and one half(2 1/2!')inches or smaller provide proper and more adequate coverage,the Contractor shall OF C-- irrigation legend. The relocated equipment and dimensions will SUPI I make such adjustments prior to Planting- Adjustments may also then be transferred to the original record drawing plan at the proper ADDRESSED: Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make 5. Provide for a minimum of twelve(I 2)inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. I I - ER'N.."I'l,"Im"11111....�, i time. only one splice with each connector sealing pack. lines. 3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be I - -- 0 information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8)inches for all control accomplished within ten(I 0)days after notification by the City- "I similar mylar material. Arrangements shall be made through the city PART 2-PRODUCTS Rancho Cucamonga. wiring. for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades --- *11 shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Rofer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings. I '. technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. - - shall be similar to those manufactured by Rapidograph, Kitoffel& A� General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers B. Backfilling: specification so that each lateral operates at design pressure. ru"'% E S C R" I P T 1 " " 0 F rR E `V` 1 S I 0 N Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. U I N1 DATE APPROVED readable even on the final controller chart(see Section C). The B. PVC Pressure Main Line Pipe and Fittings: i. The trenches shall not be backfilled until all required tests are .-M.N.''J'al . I original mylar"record drawing"plan shall be submitted to the City of � 2. Final location of automatic controller(s)shall be approved by the City B. Testing of Irrigation System: 740 11L . Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. I materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the.City of Rancho "E"' I T %T/ o f NH-'% A N UO00% H Owft' C" RUB C_% A M emu"' N G 'Aft performed. Trenches shall be carefully backfilled with the excavated controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class - 315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from Inge clods of earth Cucamonga in writing at least 48 hours in advance of testing. � ___--,------ 4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped reference.,such as building corners,sidewalk edges,road 2. Class 3 IS pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. ateas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure,of 150 pounds per I M rm% '0-%L areas,humps or other surface irregularities. I V'r I U'e%T 0"0 m R 1A AriticURS P A R K` intersections,etc.,the location of the following items: I PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. pope must meet requirements as set forth in Federal Specification PS - L. Electric Control Valves: a. Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to EAST OF ARBOR LANE b. Connection to existing electrical power. Pipe). i. All electric control valves shall be the same size and type shown on No foreign matter larger than one-half(1/2)inch in size will be installation of the electric control valves. c. Gate valves. the Drawings. I ____ I ---- d.Routing of sprinkler pressure lines(dimension max.1W 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC pi,-rmitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic .� - El"11"I'lliggim I . along routing). Schedule 80 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior M 0% --%,O-%K I C'N `FE'­"1F1`%AT1`%N"1'% 3. Flooding of trenches will be permitted only with approval of the City to paving. ST"AUCT10 Z5 U U U %j e. Sprinkler control valves. IRRGATIOA & UU14 h f. Routing of control wiring and locations of all splice boxes. 4. Schedule 80 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. I I I -_ I g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. An valve. 4. Sustain pressure in lines for not less than six(6)hours. If leaks I ---MONOMER= - I , �. ". .�. I ­ � 4. If settlement occurs and subsequent adjustments in pipe,valves, develop,replace,joints and repeat test until entire system is proven APPROVED BY: I . . - DATE; I I h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - . . . f I I � . . i. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight. I f. 1�� . ,.I .� I �� I I" i " . - _____ Cucamonga. the Contractor shall make all required adjustments without cost to the u"IT V, ENGINEER .. ' I I .- --)_."i L-LI RCE No. 24953 5. PVC solvent-weld fittings shall be Schedule 40,1 1-1 NSF approved 1. Use 19'x,10-3/4"round box for all gate valves. Carson Industries city. � 5. All hydrostatic tests shall be made only in the presence of the ARCHITERRA DESIGN GROUP 5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved cquaL Extension C. Trenching and Backfill Under Paving: General Contractor and the,City of Rancho Cucamonga. No pipe shall DESIGN LANDSCAPE ARCHITECTURE RECOMMENDED shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6)inches. be backfilled until it has been observed,tested,and approved in LH_ SITE PLANNING I Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. -- .11.,Ilml.11l��,�1,�ill��l...1p,","J"', ' ' 1. Trenches located under areas where paving,asphaltic c.)ncrote,or - 10621 CHURCH STREE,SUITE 106 Contractor of the respomibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x I I"rectangular box for all electric control valves. concrete will be installed,shall be backfilled with sand(a layer four DRAWN RANCHO CUCAMONGA,CA 91730 SHEET that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved (4)inches below the pipe and six (6)inches above the pipe)and 6. Furnish necessary force pump and all other test equipment. LH (909)484-2800 FAX: (909)484-2802 L NOR 2%5. C. Controller Charts: 7. All PVC pipe must bear the following markings: equal. compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in . ,,,, V 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the a. Manufacturef's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING NO. 1. As-builts drawings shall be approved by the City of Rancho left in a firm unyielding condition. All trenches shall be left Rush JAF 4/26/04 2834 2,0(3 -L, Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. all materials and perform all work required to correct any - DATE -- � RLA NO. 490� C. Schedule or class - - - � I 11, I ARCHITERRA JOB No. 0228-4 PROJECT SHEET OF 37 1 --- F_ ON% I . � I � . - - I'll, 111-1--l- --- -11-1 PLANTING SPECIFICATIONS PART I®GENERAL PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable.material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the jab site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 2.02 Installation: 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes,safe� orders,standards, E, Sizes of Plants -Shall be as stated an the Plan. Container stock(1-gallon,5 and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon)shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as For Public Works Construction(Green Book)latest edition. and approved by the Landscape Architect and City prior to planting. year,but not over two(2)years. recommended by the Pest Control Advisor) 1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and A. Contractors performing Site Development work,must be licensed in Selective pre-emergent herbicides compatible with seed tures(as recommended by accordance with the laws of the S of California. are made at no additional cost to the City. Except for authorized variations, Native,On-Site Soil with rock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor} Gro Power Plus,5-3-1 15 lbs/cy specifications. B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved -Plants not approved are to be removed from site course of construction. (To be used for bidding purposes only,verify with Agronomic Sails Test.) If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in ediately and replaced with suitable plants, The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest C. Contractor shall obtain and keepin force Public Liability and Property ,� reject entire lots of plants represented by defected samples. , � tY P riY After backfilling,construct a 3 earthen berm to form watering basin around each Control Advisor's recommendations. Damage Insurance,during entire course of the Construction Contract The plant,to allow thorough water-in and establishment amount of insurance shall be determined b Ci H. Stake all trees,as per details immediately after planting to prevent wind Y City. A, Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees damage. and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. Landscape Architect and City to give starting and completion dates. I. Plant trees that are be located in lawn ground cover areas after finish Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of Contractor shall also supply the Landscape Architect and City with the name T -SO PREPARATION F G grades are first established lished and allow at least 7 calendar days prier to 1"-2"below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering 3.01 Scope of Work: of trees. All planting holes shall be excavated as defined on appropriate PART 7-LANDSCAPE A NC 1.04 Responsibilities and Coordination: details, A Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay far all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn required by governing authorities far the work to be performed. areas as shown on lana as reasonably implied,or as delineated in the Provide all materials,labor and equipment necessary far,or incidental to,performing plans, Y' P Sail amendments shall be recommended in the Agronomic soils report specifications. all maintenance requirements as reasonably implied or as delineated in the B. Existing Conditions: The Contractor shall verify all conditions and specifications including,but not limited to the following: dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsail for backfilling of planters if 4.04 Trees Stakes: work under this contract. The Contractor shall verify the location and depth required. Maintain all plants and planted areas. of all underground utilities prior to start of work. Tree stakes shall be lodge pale pine trees es.See trees g detail an plans far Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred A 5-G C AND EG Fertilized all plants and planted areas. for all tempo utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation. by him for the construction of the project. Temporary services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work: D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 7.42 Fertilizers: establishing all surveys,reference points and elevations required by incidental to installing all ground cover and bedding plants,as shown on plans,as ,and shall be sandy textured. Silt plus clay content of this soil shall be no greater A. Commercial fertilizers with an analysis of 5-3-1-Gra-Power Plus,and 12-8-8 shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gra-Power Controlled Release Nitrogen,as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E. Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power(909)393-3744. detours required by him for the construction of the project All temporary In order to ensure conformance,samples of the imported soil shall be traffic barriers and detours shall confer to all conditions required b the Perennials and Annuals: Provide healthy container grown plants from a recognized q Y submitted to an agronomic sails testing laboratory,approved by the project B. onium Sulfate: Granular farm containing not less than 21%a nitrogen and IL City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State 1.05 Defective and Unauthorized Work: 5.03 Ground Cover:to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2-"Fertilizer Materials," � Section 1030 of the Agricultural Code. 3.03 Soil Amendments: All work which is determined by inspection to be defective in its construction or Ground Cover: Provide ground cover of the species shown on plans. Ground cover 7.03 General: deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specked in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting. acceptable to the Landscape Architect and City. 5.04Mulch: 3.04 Sail Preparation: 1,06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed 0 IC All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance e Contractor shall nge for inspections by notifying the dscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as listed below,but not necessarily in this order, Only A. Do not have plants delivered to the job site until site conditions are ready for the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off do Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1/2"in diameter shall be removed to a depth of 6". maintenance and equipment and/or maintenance personnel,shall be Irrigations(main line pressure,coverage&system operations test). B. Sail preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6" installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5,06 Installation: permission from the City. -7 Days. Final Inspection(after maintenance period)-7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs.of Gra-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Precons ction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and Ci a minimum of seven 7 days nor to the beginning work. root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of w manually or by an City ( ) Y prior g g The above soil conditioning are minimal qualities only and should be used only for Y bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual sail conditioning take place. Contractor shall obtain his own sails analysis at a rate of one per every egrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance Therefore,the Con A Plant Materials: All trees,s bs,ground cover; ding plants and lawn Therefore, square feet tr planted area. These soil tests shall be conducted by an proper surface drainage. A 4"layer of mulch material shall be spread over the entire program and as may become necessarythereafter by an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory raved h the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease. PP g g rY ape Y P J P mulching. Gradin shall accommodate the mulch for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction g (Grading ) Method shall be reviewed by the City prior to any applications. Pest Control job conference. shall include Gopher control. Tr 24°'box&larger 1 year 5.07 Protection: Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect, D CA Pe Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or O�' um 44 Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance pro `� a 4& c Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after 1p Lawn(sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ABATEMENTRemove trash weekly. Edge ground cover to keep in bounds and trim top ca w CIP Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate atu Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage. ,gn1:0-0 Guarantees begin after the project acceptance by City and at the end of the grade change. I ene a e 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PA -ACCEPTANCEC Date all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 8.01 General: or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 90 days for Landscape Contractor for all expenses incurred. section). A. ne Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written A ConstructionMaterials: The contractor shall guarantee all workmanship and PART 4-TREES AND SHRUBS any subcontractor licenses that are required, approval for all phases of planting installation by the City Public Works Inspector. materials for all site development;for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment Regulations. 1.08 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the all labor and materials releases for all work performed under Site Development 4.02 Products establishment period. If plantings are not acceptable at the end of the 90 DATE APPROVED day period,due to defective maintenance,then continue establishment until 1.09 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard Prior to the installation of any weed control materials,the Landscape Contractor shall all work meets with the Specifications and can be approved. N ` A Plant Names"established by the American Joint Committee on Horticulture, submit to the Landscape Architect/City a list of the weed control materials and T f R 'A N -% H Ow% C 1 CAM Ur Li Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is quantities per acre intended for use in controlling the weed types prevalent and B. At termination of establishment period all plant material shall be live, T `r u U soil material), h and debris generated or encountered during the course of followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor healthy,undamaged,and free of infestation. Inferior plantings shall be landscape construction,and legally dispose of it. During the course of the work, shall furnish the Landscape Contractor and Landscape Architect and City data to replaced and brought to a satisfactory condition before final acceptance of remove surplus materials from the site and leave remises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the work will be made. All areas shall be neatly raked and free of weeds. rP P B. Condition -Plants shall be symmetrical,typical for variety and species,sound, intended planting and seed varieties present. condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall VICTORIA ARBORS PARK completion of work,leaving the premises neat and clean, The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no EAST OF ARBOR LANE case shall trees be topped. PLANTING" Sr"'EC APPRO"VED BY: D ATE i r/e C",%I I- IV E PN IG I I`-,JE E R"' 2,�)-�c,&a RCE, I\jo. 24953 DESIGN _? ARCHITERRA DESIGN GROUP RECOMMENDED LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10621 CHURCH STREET,SUITE 106 SHEET RANCHO CUCAONGA,CA 91730 (909)484-2800 : easy484-2802 L-;2%6. CHECKED DRAWING NO. ;413JAF DATE 1 HIM 11 1 ELECTRICAL 5`r�150L& GENERAL NOTE ELECT I L A55Rl EVIATION5 N N RAL SYM LS A. G TALLATfON I, ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE B. MATERIAL AND INS LATEST RULES OF THE COVE INC NOTES: I. MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THE APPROVED WEATHERPROOF. AT 1, SCOPE ALL WO AND MATERIAL SHALL CONFO TO THE L DEVICE CENTERLINE TO THE FINISHED FLOOR OR FINISHED GRADE, A AMPERES THE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THE SYSTEMS. FURNISH ELECTRICAL CODE AND INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS UNLESS OTHERWISE NOTED. . -_..._ 2, THE CONTRACTOR 5f-)ALL PROVIDE SUPPORT FOR ALL FIXTURE) AND ABV ABOVE ALL MATERIALS AND DO ALL WORK REQUIRED BY THE DRAWINGS AND OF UJOWMANSWIP. TO A REFERENCE NOTE ELECTRICAL EQUIPMENT TO COMPLY WITH THE SE151'11G REQUIREMENTS AF AMP FUSE OR AMP' FRAME ( YMi"1ETRIGAL) SPECIFICATIONS. UNLESS SPECIFICALLY NOTED TO THE CONTRARY,FURNISH 5 REQUIRED TO PRODUCE A NEW AND LISTED BY UNDERWRITERS LA ATORY IU.L.1, 1 2. AN OPAL U11TN A NUMBER INSIDE REFERS THE UNIFORM BUILDING GORE AND ALL LOCAL ORDINANCES. AFC AVAILABLE FAULT CURRENTAND INSTALL ALL NEW MATERIAL AND EQUIPMENT AS RE ALL MATERIALS SHALL BE A,F,F, ABOVE FINISHED FLOOR COMPLETE OPERATING SYSTEM, OR ANOTHER ACCEPTABLE INDEPENDENT TESTING LABORATORY. ON THE DRAWING WHERE IT 15 INDICATED. DRAWINGS ARCH.G H. ARCHITECT RECESSED 5U117CNE5 WITH MOUNTING HEIGHTS 448" (U.O,N.) 3. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICALQUIPMENT A5 AMP SWITCH N CHARGES A D 1. CONDUITS SINGLE POLE SWITCH, 20A, 120 SAG r ARE E58ENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF AT AMP TRIP 2. PERMITS Sa 5 IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY AUTO AUTOMATIC OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION CONDUITS SHALL BE EMT, RIGID OR FLEXIBLE STEEL TYPE ABOVE GRADE AND D T NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE FACTURE LETTERS ALL CONDITIONS DATA INFORMATION AS INDICATED ON THE DRAWING S AND FEES,AND OTHER CHARGES BY AGENCIES HAYING JURISDICTION, SCHEDULE 40 PVC, BELOW GRADE,FLEXIBLE STEEL CONDUIT SHALL BE MANUFACTURED t SUBSCRIPT LE E SHORT MOTOR Y THE SWITCH WITH THE SAME SUBSCRIPT LETTER. WHERE IN THE SPECIFICATIONS SECTIONS WHERE ELEGTRIGAL WORK INTERFACES B,Kgp BACKBOARD IN ACCORDANCE WITH UL-1,USED ONLY FOR LIGHTING FIXTURE CONNECTION,5 OR CONTROLLED B 3, REGULATIONS AND DGONNEOPES CTION OR FOR THE EQUIPMENT REQUIRING VIBRATION ISOLATION. LENGTH IS MULTIPLE SUBSCRIPT LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES WITH OTHER TRADES. C CONDUIT PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE UITN THE NATIONAL LIMITED TO '12" MAXIMUM. A GROUND WIRE 16 REQUIRED 1N ALL FLEXIBLE CONDUIT. ONE SWITCH OF THE TYPE INDICATED. CB CIRCUIT BREAKER ELECTRICAL GORE,CALIFORNIA ADMINISTRATIVE GODS TITLE S,AND OTHER CONGEAL ALL CONDUITS,UNLESS OTHERWISE NOTED. CKT CIRCUIT T 5UJITCH S WITH MOUNTING HEIGHT +48" (U.ON.1 4. ALL UNDERGROUND gON[71NG CONDUCTORS SHALL BE COPPER CEILING CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN gU AGE MOUN E CLG. ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE CLEAR NTIFIGATION DISCONNECT SWITCH U11TN OVERGURRENT PROTECTION UNLESS OTHERWISE CLR' MANUFACTURERS RECOMMENDATIONS. C.O. CONDUIT ONLY 2. WIRE AND CABLE IDE NOTED WITH 'NF' GONG, CONCRETE CONNECT O CONNECTION 4, VERIFYING EXISTING CONDITIONS IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUIT DESIGNATION AT S MOTOR RATED TOGGLE DISCONNECT WITCH CONN. T NT, CONTINUED/CONT 1NUA7ION FAMILIAR KITH ACTUAL THE OYERGURRENT DEVICE,AT ALL SPLICES,AND IN JUNCTION BOXES, CQ C.W. COLD WATER BEFORE SUBMITTING BID, BECOME THOROUGHLY F 5 MANUAL MOTOR STARTER EXISTING CONDITIONS AT THE PROJECT SITE: THE INTENT OF THE WO 15 MARK, CIRCUIT DESIGNATION ON ALL JUNCTION BOX COVERS. CIRCUIT M SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF DESIGNATION MEANS PANEL DESIGNATION AND CIRCUIT NUMBER, I.E., A-1 Ej DEPTH MAGNETIC MOTOR STARTER DET. DETAIL SUBMITTING A BID PROPOSAL FOR WO M NAt® AND t0 ACCEPT ALL DIA, DIAMETER TO HAVE MADE SUCH A STUDY AND EXA N REQUEST FOR ADDITIONAL PAYMENT USE PLASTIC COATED SELF-STICKING MARKERS SUCH A5 THGEM g N17E�TPAPE COMBINATION MOTOR STARTER-DISCONNECT DEVICE,WITH OVERGURRENT DISCONNECT CONDITIONS PRESENT AT THE SITE. O CONDITIONS CODE FOR IDENTIFICATION OF CONDUCTORS AND METAL ED DISC. D15C ID DUE TO FAILURE TO ALLOW FOR PROTECTION UNLESS OTHERWISE NOTED DN DOUR�I SHALL BE CONSIDERED A5 SAL TAGS ON PULL ROPES. D DRAWING UJNIGH MAY EXIST: INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, N UCtO S OW AN WI INC IST I UTION SIZED PER N.E.G. 250-95 IN ALL CONDUITS. COORDINATION 3. GOC R 5. CEN CARTON PANELBOARD GROUND WIRES ARE NOT SHOWN ON DRAWINGS- DELIVER ELECTRIC OR ELECTRICAL BRANCH CIRCUIT P ELEV ELEVATION T ALL WO UJfTH OTHER TRADES AND WITH THE UTILITY COMPANY. DELIVER ALL CONDUCTORS TO THE JOB SITEINS®REICYNPA `MANRFOAKGtURER' EMER . EMERGENCY COORDINATE NO EQUIP. EQUIPMENT ®B THIN ALL DRAWINGS THAI WILL REQUIRE COO AND PROVIDE ALL OR REEL, PROPERLY TAGGED WITH U.L. L CONDUIT RUN CONGEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS A A CONNECTIONS REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS TRADE NAME AND THE DATE MANUFACTURED lMUST BE MANUFACTURED U1lTHIN 6 DEFINITION SYMBOLS FOR RACEWAY CODING) EXIST, EXISTING ELECTRICAL MONTHS) SED EXT, EXTERIOR OR NOT. LOCATIONS OF ELECTRICAL EQUIPMENT,J-BOXES,AND CONDUIT RUNS SHOWN PROVIDE COPPER CONDUCTORS. 012 AWG MINIMUM,UNLESS SPECIFICALLY _------- CONDUCTRUN EXPO FOR. FEEDER ON THE DRAWINGS ARE APPROXIMATE. FIELD VERIFY FOR EXACT LOCATION) NOTED OTHERWISE ON THE DRAWINGS, PROVIDE SOLID CONDUCTORS,010 AWG ALL NEW WORK WITH THE OTHER DISCIPLINES TO AVOID CONFLICTS. SMALLER UNLESS OTHERWISE NOTED, PROVIDE STRANDED CONDUCTORS, 08 -- --414 -- -- CONDUIT RUN IN OR BELOW FLOOR SLAB OR GRADE FIXT. FIXTURE AND COORDINATE L AND FLA FULL LOAD AMPERES IRING, RELAYS,STARTERS, AUGAND LARGER UNLESS OTHERWISE NOTED. THIS CONTRACTOR 15 TO PROVIDE ALL CONTROL W 010 INDICATES AN EQUIPMENT GROUND CONDUCTOR FLR FLOOR TIME SWITCHES,CONDUITS, ETC, INDICATED THEREON AS BEING PROVIDED OR, FLUORESCENT USE CONDUCTORS WITH THHN/THWN -2,90"G. TED,6 VOLTS INSULATION UNLESS FLU UNDER THE ELECTRICAL WORK. OTHERWISE NOTED. HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS OTHERWISE NOTED,NO HASH MARKS INDICATE WG GALV. GALVANIZED Fo, AS BUILT 00 VOLT CONDUCTORS. CONDUCTORS MALL BE CONTINUOUS CONDUCTORS INDICATED). WHERE A NUMBER IS NOT INDICATED, THE GFCI GROUND FAULT CIRCUIT INTERRUPTER INSTALLATION OF k� GF 1 GROUND FAULT INTERRUPTER PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALL CHANGES NOT THEREON BETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES IN OUTLET BOXES, CONDUCTORS ARE 012 AUG (MIN). GNO GROUND AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED PULLBOXES OR PANEL ARD GUTTERS. DO NOT SPLICE PANEL ARD FEEDE AND DATED BY CONTRACTOR. 4. SIZE MALL BE AS FOLLOWS: W NIGH OR HEIGHT AND LIGHTING FIXTURES CONDUCTOR SIZE HORIZ. HORIZONTAL 1. GUARANTEE MIN, RACEWAY SIZE 12 10 ------ HTR HORSEPOWER THE TYPE N ITIONALLY GUARANTEE ALL LABOR AND MATERIALS FURNISH AND INSTALL LIGHTING FIXTURESOF HARDWARE.SPECIFIED ON THE ONE-HALF INCH I to 4' Ito 4 HTR HEATER CONDITIONING CONTRACTOR SHALL UNCO D DRAWINGS t PROVIDE APPROPRIATE THREE-QUARTER INCH 5 to S 5t"6 1 to 3 HVAC HEATING, VENTILATING AND AIR ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A ONE INCH 9 to 13 7 toll 4 to 5 PERIOD OF ONE YEAR, EXCEPT FOR LIGHTING FIXTURE LAMPS. •QUANTITY OF CONDUCTORS AS INDICATED ITYP.1 IL 4 IJG. ISOLATED GROUND D. PANEL ARDS am iNGAND. INCANDESCENT S. SHOP-0RAUIINGS INDICATES A HOME TO PANEL 2LA, CIRCUITS I-3-5 WITH )HARED IND. INDICATED PANEL ARDS SHALL BE FACTORY-ASSEMB D, NEUTRAL AND CIRCUIT 7 WITH DEDICATED NEUTRAL INT, INTERIOR SUBMIT REQUIRED SAWARD. HOP DRAWINGS FOR REVIEW WITHIN ONE WEEK BID SURFACE MOUNTED,A5 SHOWN ON DWGS. 2LA-1,3,5 6"1 ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHER WINGS MUST BE STAMPED BY THE TORY. SHOP DRA PROVIDE TERMINAL LUGS ON MAIN BREAKERS RATED FOR USE WITH COPPER JB JUNCTION BOX ACCEPTABLE TESTING LABORATORY. FLEXIBLE CONDUIT CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTING, CONDUCTORS,FULL-SIZE NEUTRAL BU5 AND CIRCUIT CURRENT.BREAKE VOLT AMPERES M AND GONTRAGTORS NAME. RATED TO EXCEED THE AVAILABLE CABLE OR CORD KVA KILO SUBMITTALS SHALL INCLUDE THE PROJECT NAE ARROW INDICATES APLUG-IN CONNECTION KW KILOWATT SUBMIT SIX SETS OF SHOP DRAWINGS AND AWAIT ENGINEERING REVIEW PROVIDE PANEL IDENTIFICATION NAMEPLATE AND TYPEWRITTEN LIST OF KWH KILOWATT HOUR COMMENTS PRIOR TO PURCHASING ALL EQUIPMENT. CIRCUITS IN THE DIRECTORY FRAME CLEARLY INDICATING THE LOADS CONDUIT BEND UP TOWARD OBSERVER --^ SERVED, PANEL ARDS SHALL BE AS MANUFACTURED By ERS ARE-D CO., L, LENGTH 9. CONTRACTOR BID TYPE NQOD FOR 120/24OV, la, 3W, WITH LTO BR CONDUIT BEND DOWN AWAY FROM OBSERVER LOAD _ t LGL LONG CONTINUOUSSECURE SURFACE MOUNTED PANEL ARD TO MOUNTING PANEL INSIDE LOC. LOCATION CONTRACTOR'S BID SHALL BE BASED ON ALL WO SHOWN ON THE PLANS AND OF PEDESTEL ENCLOSURE. LTG LIGHTING AS SPECIFIED. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED IN SPECIAL SYSTEMS RACEWAY CODING THE BID. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR T FOR CONSIDERATIOEQUIPMENT THE 6. NAMEPLATE MAX MAXIMUM SPECIFIED, HE SHALL SUBMIT HIS R T --- TELEPHONE MANUFACTURER OWNER AND ENGINEER PRIOR TO THE BID IN WRITING. ALL 6UB5TITUT fONVES THE PROVIDE NAMEPLATE$ ON ALL PANEL ARDS, POWER DISTRIBUTION UNITS, MFR. MIN MINIMUM OR MINUTES MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEW SHALL NOT REL DISCONNECTS,ANp ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME s�NER,q { HCS TING MTD MOUNTED CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND AS SHOUN IN PLANS. NAMEPLATES SHALL BE LAMINATED BLACK AND MTG MOUNTING SPEC(FIGATIONS. 'THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN WHITE BAKELITE WITH CHARACTERS CUT THROUGH THE BLACK BAKELITE MTC. HT, MOUNTING HEIGHT EXPENSE FOR ANY CHANGES RESULTING FROM H(5 PROPOSED SUBSTITUTIONS (3/16' HIGH LETTERS MINIMUM). ATTACH TO EQUIPMENT WITH SCREWS. ,� INDICATES A REFERENCE TO THE LIGHTING FIXTURE SCHEDULE: 1110 OR THE WORK OF OTHER WHICH AFFECT OTHER PARTS OF H15 OWN TYPE °A' FIXTURE INDICATED. NA NOT APPLICABLE CONTRACTORS, NF NON FUSIBLE SURFACE MOUNTED FLUORESCENT FIXTURE. N.L. NIGHT LIGHT NTS NOT TD SCALE WALL MOUNTED LIGHT FIXTURE. LIGHTING fXT U (s) PARK WALKWAY LIGHTING FIXTURE, POLE MOUNTED P PALE PB PULLBOX CS) SECURITY CIRCUIT. P.C. PHOTOCELL PARKING LOT LIGHTING FIXTURE, POLE MOUNTED (SHADED INDICATES PNL PANEL0_0 POWER ��' SECURITY FIXTURE). PWR. r-=L -r�14= 5��F:' wr��sr-i.e.N®�.�.r. ` SURFACE CEILING MOUNTED LIGHT FIXTURE. S�NCJto.'/ AN RECEPT RECEPTACLE LAi'''1�'S MANUFACTURER REQ1D` REQUIRED INPUT REI"1.ARK5 MOUNTING �` GRADE MOUNTED FLOOD LIGHT FIXTURE. Sinha & Keyfauver Engineering, Inc. -Na 1' RM ROOM ITY10EDESCRIPTION VA CATALOG NO. 421 EAST HUNT DRIVE �C Exp. 30/20 NO. WATTS TYPE MONROVIA, CALIFORNIA 91016 ( CTR\��o�e�~� SCHED. SCHEDULE SPAULDING LIGHTING IN MBRIDGE SEE 2 626--930--1383 Fax: 626--930--138 OF CA�\ 5HT SHEET FT. SQUARE FEET OLE MOUNTED POLE TYPE �'GEI-PM-$100-11 08- S W/ Job No: 0206 SQ. A SINGLE FIXTURE P 115 1 100 HP5 208V 41� L-33 STD, STANDARD 5Q5-10'-0'H POLE SIGNED ON: 03--15-- SURF. SURFACE SINGLE LINE SYM L5 5W. rvU1ITGf-I SEE I GE 2 UTILITY COMPANY METERING AND TEST BLOCKS A5 REQUIRED BY THE EDISON CO. REVISION 03/15/05 SW. SWITCHBOARD SPAULDING LIGHTING IN MBR D SERVING AGENCY SOUTHERN CALIFORNIA SYS, SYSTEM DOUBLE FIXTURE POLE 23,0 2 100 HP5 POLE TYPE "CEI-PM-Si00-11 Qa5- S W/ 1.33 AI MOUNTED $05-10'-0'H POLE 208$ -1� DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL SUBMITTAL 04/12/04 TEL TELEPHONE r-Y-YY� TRANSFORMER TEMP. TEMPORARY OR TEMPERATURE ARCHITECTURAL AREA LIGHTING OALR-125- SEE 1 _ A-4RI4-2&& ,--� 100 ISSUE 11/20/03 TRANSF. TRANSFORMER POST TOP LIGHTING 2-100 NPS 208 WITH PR .�, �. TERMINAL BACKBOARD 11g 1 100 HP5 PALE 4' DIA.x 12'-01 POLE WITH STAINLESS STEEL 208V _iq, L-33 CIRCUIT BREAKER TTB TELEPHONE � FIXTURE, VANDAL TYP TYPICAL RESISTANT BANDING OF HANDHQLE. GF DESCRIPTION OF REVISION DATE APPROVE CIRCUIT BREAKER WITH GROUND FAULT PROTECTION UA U.G. UNDERGROUNDu () Am U,O.N. UNLESS OTHERWISE NOTED G NOT USED u n I f GROUND IT Y 0 f I AN ""'A HA"' y VOLT MOTOR VA VOLT AMPERES12mV F32T8 KENALL NOVA II (12 SERIES) V.D. VOLTAGE DROP (NUMBER INSIDE SYM L DESIGNATES HP OF MOTOR) VICTORIA ARBORS PARK VERT. VERTICAL 4' FLUORESCENT (2) LAMP D A 60 2 32 SP35 SURFACE +'N1048-G-2-32-PB-1-120 OUTLETS STRIPLIGHT WITH WIREGU RD EAST OF ARBOR WAY STREET W WATTS OR WIRE OR WIDE MOUNTING HEIGHTS AS INDICATED ON SYMBOLS LIST,UNLESS OTHERWISE NOTED WITH HP5 MOUNT ON SOFFIT OF W/ KENALL VANDAL RESISTANT BY SPECIFIC LOCATION IN PLANS W/O WITHOUT ENCLOSED MOISTURE AND SU ACE �Id69D/50HP5 15010 SERIES) RIDGE BEAM 120V, ELECTRICAL I I I I LIGHTING OOF EFIXTURE Wr +ta0 1 50 CLEAR kSCHEDULE AND WEATHERPROOF UST RESISTANT GENERAL NOTES W.P. DTYPICAL OUTLET CODING I PRISMATIC LENS SQUARE SURFACE MOUNTED SURFACE KENALL VANDAL RESISTANT 120V. EXTERIOR ( CIRCLE OR D IAMOND DESIGNATES OUTLET SOX,CEILING MOUNTED APPROVED BY: DATE FIXTURE 130 1 Iry HPv CEILING '� ,5W/50HP5 (5310 SERIES) DAL RESISTANT RCE N0. F AREA LIGHTING Flx GEIL BRACKET DESIGNATES OUTLET x,WALL MOUNTED AT +1a' UNLESS CITY ENGINEER WITH GASKETED PRISMATIC OTHERWISE NOTED DESIGN ARCHITERRA DESIGN GROUP RECOMMENDED LENS 5 SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL NECESSARY HARDWARE FITTINGS AND LAMPS. R.F. LANDSCAPE ARCHITECTURE NOTE, LIGHTING FIXTURE SCHEDULE GENERAL NOTES: ALL LIGHT FIXTURE DUPLEX RECEPTACLEt NEMA 5-20 CU.ON.), SITE PLANNING ABBREVIATION ARE ALL DRAWN 10621 CHURCH STREET, SHITE 106 SHEET NOT L TELEPHONE OUTLET '� ' 27 USED ON ALL PROJECTS. E.F. RANCHO CUCAMONGA, CA 91130 NOTE: (909) 484-2800 FAX: t909I 489-2802 NOT ALL SYM L$ ARE USED ON ALL PROJECTS. CHECKED RLA NO. 2832 DRAWING NO, L.J. DATE 04-30-2003 FILE NO. ARCHITERRA JOB No. 0228-4 PROJECT SHEET 0E /t A� ✓ .. , , ,. 1. /., V ., ✓" r ;� .� °' ' ,_ % F ` 9.f;.,�' '' t X 'b ` 1111.,}, ONDITIfN-F A # if,111b r 4 �— � 1 7 ` / , , .. 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"w,. ,,. , 1111"w . F„ ,t ,.s•...», ,.« ... 11 I 1110 1111,+" 1111,.,•„ 1111«.^" ,.,•'""' 1111"h " r'..x... ' •/!� res t+,., t J rliv - P r 4 w. .. 14,16 r d,, �f� ��0 11 I 11 "„"-.. ...,.....,.„1011, . 1111 ,„¢e 1111 r 8 ,?�+. p g''&”" MII 1111. .,..rM.. �,.r '""",." "Y'. .� fir* 'h,t � " iPt� �,. ��� � �+pr� x I t� � t d ,° , ..-- 1111..-- 11,11 \. .} f 1 .. ? ( �' Y ' r,p3? P r . 11 11 ...•.�,- _,,,.,M» ,q,,,..«• r> 1111. ,. ,t." r rl` b t.t,.,,. r "r doop - ., I CONDITION-15 `.. ..." r' I"', PP, r . m ` 10 . . - ,.,. ., .• ,. 1111,:. �.aw b� 1p 5 %� �, F da r a :, ,w..,« aaaw e.:.' :,. 1101 .a m^'°" \x44 t / �/ 111"1".. ✓ e s aypa -wk, I t o 6 '`y{*r yet d""s a r /r 6 A ,, ". 1111 „_.+ r'.' sf k'{ 'P'j x df , � T I 24 E, - GOND I ION ., ® , t .r G DITION B _,, " ON CONDITION-F "--*- (SA,11 1111._ 1 ; ..- _10 v 1111... ` .. ..,..m ,` , w R` a,... ,° 1. 11 .., " .,, , 1111 d,' 1111. �,,,,»- .. t �/11 ��R � f 1111 , � .. ,.. 1111. ,„ 6 " ., 1111 .,. 1111. Et€' 1111 " .,<^- b n 16 , ;w" 4,1 1111, _4 e d S l f } 1111» 1/1'"11 �''�& 4 dot ��} �f x*x 11 I « r ESP` - ,'. 1111... N,,,« „+:.'^>" ;�;,. ,'" �,. Po`i ' .t p, /, R^ e I (TION I CON B 1111 ,t,u^'"'.,....,,.„,.. -.•:.,�. .,-M^°'",...a" 1111_-"""""` -."."" 11 60 S {v �.,-, t'y ., ,'^' \. ti, j> r",, �„A,o P d ,r �� E i F', p f r , +t" ,.-- .pyx*4.-"" ..- \ :1011^ t'r t: <" 1111--^^ ,.�,.,, ':', '1,. . " ,<. ..-' S a ' 4 zb f 1111..- a. .. E 7 ,.. 1111,. ..* „1„111 ,` ,�, t �! 1'101 p i. 0. , - '1 1111., ,,, `` , 1.1«»11 .,. ,. `"' , ` ," ^"" t: `al..r g.: a. + 4 r ( I r " ,,:,,..... rv! 11,11,, _1"111_ e..,.,.,,. .•wN""" w,^^ 4, , "",,. '::.,, s ppp ,,'- a A° !• 11 t P � r' {� C } S t ...»v., &nt$i4r': 1111- ., w.« .f-e.= �,«^,.ew .1+•'^ 'w1 }f 4 .. b} _ «..,,..,... { f-'� rF.0 .,. iX, t 1111-- r ° » P t ,. .rr e' ' ,P r M A« 1111, } „� 11 .,.anA• 1111 ,- I M IN INE „.-. } i� ,{ 4 .,, .,..::.,., P. '" ,$OO&TER PUP SEES GLE L ^ ._ I' I rdA P ,. ! .,, _," 1111,_ �,,� - : yy "1101 s. C7 _. ^ 1 f „ "y» ,r iAG M 5f-M ET L3__ 1111, � f` � ,, x C� Rt4 , E t W dow ., s I I 1- I I i t „m-, „,. ., / l ,: y ,1111 1. .,._..:.. :..x +1111,, ;:'tg _.—J, + a f,,. $ rt"" , It ,. y q 1111 « -,.'" s ., µ a f t 1111" tal✓ ...,' i,. _ ?' Y .., .- 1111^ .•_• 1111,,»,. ''S 6 7 4' ... ,. r , ..,v 1111.., 11:11,. ,. �" f - 1111,, _G m 1111 M /PAD PER I __ I" `;�, T NSFOR ER �' t ........ 1111 '� t � � i .11.11 ,_.__ 1' _ , ;� LIFa EDISON CD 1111..».. , 1....:a.ry... .. .. ,. 4 ', = i'-., �� df r �... .,. m... 1111 «- ,.." YY• fi✓ a( r i Ecr 1111 1111..« ...�-- ,_« i '. 1111., ..«a+ { 11»11. 1111^,,....., 1111., ... 1111.,.,..r,.". 1111 , , , 11.11."«.. .,1. , , C � � - ..t"� '� .�„^°^ ..'m ........:.-» .. � +P 1 � ;t 1F ,,�'r f,t #� t � ��i 7fJ 1111,,..r,., ... ,.„..„ 1111. 1111 ' is 4 1111, ..ry:., -- e `� d g i I (f ,.., 111,1- _".^ 6,S '"' GALIFOIIIA EDI50N ti , ,.. , , -- N (TION-F /"" , 1111 f , !f 1�1�'" EQ. f CO DI 11 „ 1111.. r T1�� «, I ". GFI ..- REQUIREMENTS. -- dmw _._ w Y, o e x r ti 11 r. t 141 < �C , 33 I ,,.q b. ii , I ,, �, , ; (0 -1- j000 .1.` � VS)9,11 , _^ 4 1 r' ' S, r,` _ 1111 .�,"' ¢ , ITI/ A ( / d } <. / t# t � ,.' :S 1 V Vit / § `' ;`.� A '`1111.. .+".:: ,a "+. " f r N "O"'E F E RE N C E r r 2,4 ,,,� CONDITION-B1. �„ ONDITI E , .; GONDIT � • , ..- ( ION- � C ON- '` , l� CONDITION B r . ��' N INION-A 2 x3 PULLBOX - IIII ,"� "` F NTIRE RUN, Cd D '° � � ...�.�° p PLUS GROUN ONDUCTOR OR , ,r� �:;z t .», P, ,f, ,e (DPROVIDE DE 12y CONDUCTORS 1111 E 11' a ,i N , " ' b 1 ' I ,�. F; t;, _, (TRAFFIC RAE / 4 _1.111 . t !+ " t I ?r .- '•',. 1111 •a ^ ;f ,d �,:t t, � `a 1111 $ tN �,-^"'""'`` ' I, ,r° s L '"""+► -1____7' "�`ew� T RAWINGS. nr lT IC ) .y ., ► �``' TELE ONE OUTLET. GOORDINA tuITH ARGN TEGTURAL D f P Al YP AL „111:1,. k *N. h. «i p «. ,q b 1111 � C dC � � � r` ~ % "h �?t 1 iii" v :, , �� � �, " � . " p 1111, ,�� -� � � � 2 PN TE 0 f 1r t ,. _"r' 1.=.. 1111<N, "l .- 11�, PJ"B�I }�i. e ,avVIl z.} p - ",✓, {rpt f I 11 :'y a ' ""r"v.., ,.". w s, `.1 S^ ": i i F ,1 y v,_.w 1S ,. d.. .,.;1 _ •, d "`, ,., r n r 1111 ` j ,,. -' I y a`, '1. ' s r;` ,!rw'/' , 1111.., ,. .-,w."....":, h ,14, tr1"fq 1111.. �, w'" p'a . 11 / 11 ., '�.. 1111 .•` ­ t .. NNE). , q, „, �, (2)2'C.(TELEPHONE), , �:, � f.,. f ., x°' ,,,b TY ICALJ1 'k P`,, 1101_ .. � �P 14,1 111 11 . , �' ,,, A ( Pa,�„ '� . OF, 1 40 I t i t 'k1: ,' 11 ,:.►� k t �/ / r d I 2 1F E .rt, R @E �` (TION-B "i �) ,'., q f .,.,-/ '11 , GENERAL N<";%TE5: GOND "..� ,..= r. a. — _ ,,"`' I' r, � 1 ry 1111 L t ,i . i� 6 4 AS REQUIRED ta_ d ,. 1, ULE RE ,. 1.1_ (TION ,:`. EPHONE . r` N UITS TO BE PVC SCHEDULE O, ., , ,,,,. COND B 111.1, " - - ` ' i UNDERGROUND UTILITY CO D t , 6 .0-, .i ` CONDITION E 41 ,.r•"',„ , . P f °'`.C2)2 G.(TEL.) . Y T Y. MINIMUM 36 D., EL , '` d...`° B THE RESPECTIVE UTILITY COMPAN P R ,,t ;.•, =Q , I 1111. �OND,ITION- .,,,,,_ ", F,,= .,« \ , 11 '` "" ,... »= ': °»" ;���'°' ® ®' M 4' PROVIDE MINIMUM 12' SEPARATION BETWEEN TELEPHONE AND - R 40 73 "' ,, ,fi� 1111 ,�, �,°t+.'""'' ` ,�''', y� ( ° �: =„y `•” A/�' \! ✓M� r„ r•'.:. °','.I. /` r "HA-21406 '^".tea .a�•"� S ,.z S °*,.. a° 4 ,F3 1111. ' ..► , «.• <. `�,. .,,. R 5 VI NI ��' MINIMUM POLYPROPYLENE PULL ROPE O _ . k ., •r a, ., �� .,.. . POWER CONDUITS PROVIDE 4 ® r " .� PO ,' :, :: . ;1111 CONDITION- ' .. .•» ` L `19 . 44'G, VERIFY TERMINATION WITH r .�" . .•1 2 4 C EQUIVALENT IN EACH CONDUIT. T ±,•, ..- � ,,-' CONDI ION-F 1� m SO. CALIFORNIA EDISON CO. '� S�) 1, �• �� ^p t �. ! d .ar J�; g -,, -.�.. NA-911-1410 _:,N 1111. _ 1. - HA- 11-131 t,� r r, 4 , a. ,. .<a.,,,. :r 1111_ » x t- f. 11 N ITI N G GOD O , 10600 -111. ,,, gt t 5 � " d ,, I ", r ". pq "ye " "'"b i o,,P , ., , �/ .� .•. F x11 t .,-� n,M t �, C 10 12 e, 1F,f arm I 1. I 1 Y r"AF 1111 r w�+� '; ' ` „ 11 -owa waw - ., .-; ,i .k .,.. 1011 , v »: t °•r:t 'rr 11 ,.:.,.. ® 1111.. ,. ,, ,, a »„ 1�� 1 ,. ,F ,.....,.., : '1. : 1111+... a».P-� »» ". a �'fi a4 p f } ", - , „ 1111 .,. , ., , .1 , r , t w .. , .,,.t " ,. 1111 ±� �\` '� 7 1 1 21,1 , . O 2 .» ;'� 1 2 V � e .. ,gid : ,«. ., 1111__ 1 9,I , T s* GC?NC"31 ION-F, x` q Ari. \\`�`''" 0 "; H 1-lO 12�c � ,� k, ' 11 w ' t IN ITCH A D M i i. I / .` 1111` ,.r �, ,, � � �� � MA SU1 BOR lr ,f , s s f '! Y 1 p d,1101.,. ..,.,., ', I pa f t�'',,,;CB'` t �, • f" g' f d „s� 3 S i f 3 k5 PULLBOX 11:11 .. ,.m aa„r r:,` ";1:111 ;. `, ., �, 6 r } P ' , t a " � , , CON ITI64-F 4 w , ��i ______...___ %TELEPHONE TE INAL g t 1 n' NDITfON•E I ! x" ca a I', � r:: .,:¢ ,- ..,...,. 0111. ,,,, .i [ �;;,:. .a... +_ •,, tt _. IT r Sg d " r ,.° d, ."„` .. "d.. ,J v` i. ,saM•� 4! ,4 �ik J”, l e d �,, �'`a STUB a CAP (PROVIDE MA ER f AP t,., Y� 10,12 c ,a .. ., s,r ei I ; , ,;t RES RO 'r r£ d p J A' , 1 "'°',4 d~a,* A'."'1111 °, it,. ,�.r �_ } y "�* w. ;:7th `c'.rauargs'ws , '`�, .�.► � ,� T OM BUILD N� � l2)4'C. VERIFY TERMINATION U11TN d E / it P r , 1 f ; + n, ,,:r`". 5EE DIS. MI..-32^` x ' .r e ', f r w. tl., It t$,1111, ,, s df I� t° M tE `4 `4�:. ,s..n rrTM t ^"l,a-,i, ,�'^'t. 2 "d` r,°:r' r 11«11.,. VERIZON COMMUNICATION CO, at t x I; .. ,.A . r It " / f ¢ r �� ,,� t�� -�: , 'a �, .. °� 1 >' r t d<: t ,,- :.�e I rt , .�,,.,.."r I "`'' ., e' 1111•,, r t , ' r' Ott "^ ,` kP o- r,b l . ,/ _ ,r� "1101-+ .., t ` b ;r 6 ,. ,( I - 3 " ..,..,i ` FI F ,, ,�, f f d° t, rt rl fr` Y' r# p r „Mw- «, L Ff ;S e ,+; ' : `:,..a"! f'` i" pf r r' a"., •.t *I ,w,.r, q ;1 p; t./°'••ti Ir d ;1,1 p t 'f e ,' !' ,°" d'w ".,. _`...r,, u {y "S `f f.. ti" ..x� P �4 W♦ T w ": Y.0 ,,d. }}* v t P �, 3, /N r. t P f' ' ,r '`„ ., r „. t pf k _ ¢` ..» ,.°.w. ,•`4*nn✓"' 11 ✓ A` 'A A �,y/rte�y g. ��p®�E��y�y■ �� d` a" ' t $,A ; 4 ',1 11111tl r f �l % d.P S't I" /': ■V`■Ts vurP f-tl I'1 O'Y 11 i/f'1 M- 1a 3p i t = } P' 101 $ !' « „ rF ✓: r,t df. `:,y ,,....., 1,,..., e' �,, .. , 1„ .. rky� { a.z ,[ PI; }', d `d% @IP'��p, { F..w V ®'i.,s Rew f ^ '"'6a.TTRR yF= "3 r' ,E ,x 111 1 " x .,b ``. g i"1' V:d,t .� dlr Pa y¢ �°ry y,�. m. I i' ' ri: , a f }. `';u "F� 'a.,. „,. h,.., ^2,P, 5Ca N$4s.Jw 14w • ®'Y r., s - : ;,, rt. . CONDITION F r a� -�- e P, i �.- , N ITIOI~i-F G _ } ,meg,, ,��► 17=6 0 , A 11 a, r rt10,12 3 a .."" �� `" � � �F✓ d .F ry `A r: ./ to r1111 . y3: r-. e 11 ......,, / ,,,•,, f"x 4.•.,,,,, '1111,,. s..,,.,. ...,e,e.. ✓`� is t .,,„ R, ,> �. ., ,,,», / e i n Inc. ., -."". t`f, fauver En in er ,- - „ ,,, ITION „ � ., I , I GOND \ , . �°�,,� � .fin 'nha & Key g g a E 97 P r a., ; ; , If i. v- „�,# I I° '� ST HUNTINGTON DRIVE �.s/ /zoa7 GaN ION d •,.. P', �t�+,� r ,f d III„ i f• ”, b, „' f ”"., ... ,� I,. ,A,, u1a� t*; 4 fpa. f fg x^,.;i`n •"r r , r.. J i + "',r t .,.,., rd ,, .,„,.,....,11111111.,.-.. ",er"' +: b I?t d Kr+.' fi b r ``•, ••a ' r M t ` I r.o, t l. ,n -.. ,r..' ,1...., '•1111 /. .w..:..,, 1„111.0 , a ay ,s r" y'�' `a I % �° .r' `'r �1i�,` VP\,,, '�,Q 'gyp } r, ,, ( ;'rr.. r'� '; fn ". r:. d,J _ d1 tIx E�', .g' *yI ft ,t,rr ! `^t.r9 P e ! a At 1111. � r MONROVIA, CALIFORNIA 91 a16 �`� T I ✓ � ,., t , �.F" f,. i_,,. �' � �'� 62 Fax. 626--93a--1385 ��' ,; " t ✓' ` Y C STREET L(CHT N.I l TYP.J r I` � ,I II; u , � �, � �' � � � 6-93a-1383 � c�\�Q�� r � ., t 1111 P p f ,fd {. S. _..� 1111`' 'r r' �� r --�---r,-p t� .." ^^ f r6 "fib GMr� I, �VS1 -� rP &2 ,�a� No: a2aa� � � � CONDITION-F ,t 1, e ,. f`' __A 1 ^S TM, 1,° P 10,12 ', 1. "- """ /' r 1 +1315 �� SIGNED ON. 1* If ^ r ,� I , r �'' a a : 1111. �,. '' �' __- 1111~,. _ , r ".+ B, * s� M1"°° jy t i 1 5�� I ? ` KEY PLAN i 4 t R11-1 y , k 1 �, v p tk P "1111 ,: e" >" I itk "''r,"p, b'1% "S � ik " I01 ,,e v ( P //� g Ajl r *:-,. ,t f - „t £ �, w.,eb wawa M aaaaa wb- L "* S''2 "n. _.. / _ 9 04/12/04 } if I i � , , .,.,, 1.111._ . , t �, SUBMITTAL SAM �,, „ '. �gy �a 1 I. (TION F 1 n % �! GOND - � �, a 1111 ? " ^✓ P_.. q 444 t' } ^r' r a I I �M« 11/20/03 y� 6 i ro �� .w,, d .,-_111.1 15!:1,11 ` �4 i� 100% ISSUE r LL (TYPICAL) B � ��' 1 �` 1-1 :�.� �1.1 CONDITION \ �­­\ I "� � � � � „ F Y Ct�NDITION-F tt ' ' DESCRIPTION OF REVISION DATE APPROVED * +� �+ :,, GONDITI ,�T E, 1315 . "��•° z r.. ,r,r{x tt „:;}, �'iS _Zz t ^ '� .,,"" �M„ ^•. # / G'' 4 t s@��1lj-4'AC;a t bm�ri"fr' 'bks Q Kull��fiuf i;fi,£.�. , !"'. d " IT Y .L_11r C H U` u u 1111, `' „� ,xr r .✓`,xs, s 1•s a S, .s �, t,k r i r 1XI '" U '" AM JILI A <. a+° �i •° '9" ^.In tt'� fs .. S ;"r g }s F 4 -1 : r4K ty rk 1 u �R""0 d b 1 4, a S�}t P �f £ t.:Y .�*} ,��, attcs,dt lr rt 1. Ag .„�. $ 1. N��„ �1 r �izP r # r l €.r£" Q a �t 'k S f F a •4 5 r I'll w„M» A b, P\\` ���,<t y f t t , `}x<s. �i J }.0 ;'`r. u o f RA% u . � 2 '£ 6 f� .«, t } `f ,,,_1N • Cr__; I - I ',S t FY>f d t ¢ SIS it (}.�kT l YY,ggt 1�� ',' �' �`•^. 4 111 I, .:k ,; "4, Y m ` m' r" 11 VI $q ZIP, a,, t� I S 'ri J.,I 1\ ''Stn r Y e t ;,r '.z:f� . _-F ,'`, pfx�!r:I,'"",'yt f J }rsi rr 9 7 . 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LOCATION OFM �, r MATCH IN „ 'r :_ �, �, `\ , ,. . . DESIGN L E °� ' CHITERr�A DESIGN GROUP . . RE MM . . . . R.F. VERIZONHH%32A �. �_ _ 7', � LANDSCAPE ARCHITECTURE FOR CONTINUATION ,f� H IAL B�T� A�,ANN�NG 5EE DU1G a, L-29 3d 0 15 30 6Q 1 0 � DRAWN 10621 CHURCH STREET, SUITE 106 SKEET 111111111 nhLwiLLR.S. RANCHO CUCAMONGA, CA 91130 L-26 4 a x909► 484-2800 FAX: (909 489.2802 tl Him SCALE: I'-30'-O' CHECKED RLA NO, 2832 DRAWING NO. DATE 4-30-2003 FILE Na. . ARCHITERRA JOB No, 0228-4 PROJECT SKEET OF MATCH LINE _ FOR CONTINUATION SEED . ! L-28 1 HA-9,11-13,15 CONDITION-E 3,1 (/ E � � tS (TYP.) s C DITION-E � r I � `����\r.` ,�-'^•` 4{,'�*�hyYt y'4 h..'_�_.�..,nk.�.•. ' l.. ���•- 'I '`t� �.� GNDITIQN-F '� ,// IAt I`` -j.{•tt"y"`da".f;�.:S�:/`r1r"!yb:`�Iss�999; •v fI 13 CONDITION-F CONDITI -F 3,15 � 4 . ,. h �:D REFERENCE. NOTE5, PROVIDE 010 CONDUCTORSPLUS. GROUND CONDUCTOR FOR ENTIRE R UN,PROVIDE 8 CONDUCTORSPLUS GROUND CONDUCTOR FOR HOMEUN. 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M __ .. .. � �., """"""� br h7�.T + + { APPROVED BY: 4 f DATE:(NORTH) fyl*l CITY ENGINEER m al RCE No'. 1 P.92b.• b.• b.4 "I a 1.ob ha IA , ...�-_ � ° DESIGN R.F. ARCHITE DESIGN GROUP CO LADED � ARCHITECTURE oLANDSCAPE SITE PLANNING 7 ho DRAWN 10621 CHURCH STREET, SUITE 106 SHEET L-3u -.., �, E.F. 4 b® RANCHO CUCAMONGA, CA 91730 _�_ - � a (909) 984-2900 FAX: (909} 484-2802 ° litlab j= _ _ _�.. .. . . ,, �a ,. ~.��.__.. ._ ,. CHECKED 2832 f, �,.f � L O. DRAWING O• L.J. DATE 04-30-2003 FILE NO• ARCHITERRA JOB No, 0228-4 PROJECT SHEET 31, OF Luminaire Schedule Project: Victoria Arbors-Site Symbol Qty Label Total Watts Lumens LLE Description ______w_ _ Filename 22 D2 115 9500 0,850 AAL ALR125-2-100HPS-208-XXX/PRA-4814-266-XXX ALR125G2.IES 13 D5 115 9500 0,850 AAL ALR125-5-100HPS-208-XXX/PRA-4R14-266-XXX ALR125G5,IES -� 4 E3D 230 9500 0,850 Spaulding CEI-PM-5100-III-480-XXX/10-SQS-411-XXX L3708,IES 2 E2 115 9500 1 0,850 Spaulding CE1-PM-S100-II-480-XXX/10-SQS-411-XXX L4908-les 27 E4 115 9500 0,850 Spaulding CE1-PM-S100-IV-480-XXX/10-SQS-411-XXX L3704,IES Numeric Summary - Basic Project; Victoria ArborsSite Label CalcType Units Avg Max Min Avg/Min Max/Min S Parking FC @ grade Illuminance Fc 2,35 11,5 0,5 4,70 23,00 N Parking FC @ grade Illuminance Fc 3.27 17,7 0.4 8.18 44.25 Walkway FC @ grade Illuminance Fc 1.10 13,3 0.1 11,00 133,00 Walkway FC 2 @ grade Illuminance Fc 0,41 1.0 0.1 4,10 10.00 Luminaire Location Summary Project: Victoria Arbors-Site SegNo Label X Y Z Orient Tilt 205 E 4 1833.75 3 8 8 8,7 512.5 270 0 206 E4 1872.75 3888,75 12,5 270 0 ( °" 6 b.i 207 E4 1922,25 3897.5 12,5 237.529 0 b.7 .7 a■ '' -.., I b.7 a 208 E4 1862 3828 12,5 0 b.9 209E4 1916.5 3812.25 12.5 90 0 ��a t 210 E4 1836.25 3812.5 12.5 90 0 211 E4 1792.25 3812.25 12.5 90 0 ` x It 1 I E tE 212 E4 1790.5 38885 12,5 270 0 ! 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"" -= -�= == ---�-- _ ---w�-- - ---=-�- `� M - �-=-•--. .-- -�. 626--930--1383 Fax: 626--930--1385 T�OF CA\-\Fob 225 D2 2067.5 3961.25 14,5 173,263 0 LIMIT O ,�O �� Job No, 02064 226 D2 2064,25 4015 14,5 343,74 0 SIGNED ON: 1 C}-08--04 227 D2 2092,25 4070.5 14.5 173.634 0 _.. . �. ..a . .__ ._....-.�, .._ _�.._ KEY PLAN 228 D 2 2089.75 4131,5 4, ._�.�.�_._._ ._.-,..._..-----_�. __ .. «.-� .�. 1 5 183.576 0 � 229 D2 2089,75 4192.5 14,5 346,339 0 � SUBMITTAL 04/12/04 230 D 2 2109.5 4252 14,5 184.456 0 �"" ' 231 D2 2096 4309 14,5 5,339 0 `�-- ___._._.�_. ... ... f��. f '. - .- .. - - 4 100 ISSUE 11/20/03 a z�:ar�xrs�-a• a� 232 D5 2106,5 4393,5 14,5 285 0 a 3 DESCRIPTION OF REVISION DATE APPROVED 2 D5 2062 4419.25 14.5 285 0 234 D5 2059 4377,75 14,5 285 0IVA It I U U A"h' Am 236 D2 2198.75 4506 14.5 17.199 a0 1 'y of RA Hok CU 237 D2 2147,25 4501 14.5 139,399 0 --'0 238 D2 2104.5 4454 14,5 330,751 0 z UR 0*4 ARK 239 D2 2069,75 4473,5 14,5 284,534 0 - VI "%'T0kRIA ARB "' 6 277 D2 2340.25 4639 14,5 285 0 '� EAST OF ARBORWAY STREET 278 D2 2382 4674,75 14.5 90 0 279 D2 2482,25 4736,25 14.5 285 0 LIGHTING T 280 D2 2413.75 4717,25 14.5 285 0 ' 3 . 1 (SOUTH) t f APPROVED BY, A _DATE A tl j. h p ,. w •<- -i 4C N V CITY ENGINEER 4� a � � j} e s DESIGN HLTERRA DESIGN GROUP CO LADED GRAPHIC L � d �Y �.� ������ � , L fi f: � E-4 R.F. LANDSCAPE ARCHITECTURE 30 0 1 30 60 1 Q 10621 CHIURCH STRETE ET, 106 SHEET D r E.F. RANCHO CUCAFIONGAr CA 91730OIL (909) 484-2600 FAX, (909) 494-2802 o ji f :�}-;a:• sxi3't.'^, `rS:iii5+ -......:.lk"`i.'� i ,r-ati�r SCALE: I'- �- � CHECKED RLA LA0. 2832 DRAWING O. L.J. DATE 04-30-2003 FILE NO, ARCHITERRA JOB No. 0226-4 PROJECT SHEET OF -72 VOLTAGE 120/208 30, 4U) , PANEL WA LOCATION EQUIPMENT ROOM BUS AMPS TOP FEED 0 SURFACE MTG. X MAIN BREAKER F1 A.F. A.T. BOTTOM FEED X F LUSH MTG. ® ..~. ._ .,.._ ~...._.. _.....~.,_ . .__...~m......wM.......... _...n..w LUGS ONLY REMARKS ._ .. . VOLT-AMP'S L OUTLETS C C OUTLETS L VOLT-AMPS i } DESCRIPTION C C, K 5U5 K C C DESCRIPTION A B C L L R M B T ABC T 8 L 7RM L A B G 1 1 S. PARKING LOT 230 0 4 OA-2P I 2 20A-2P 5 jo 345 N. PARKING LOT 330 a - - 3 4 - - a 345 2 690 0 12 OA-2P 5 & 20A-2P 12 0 862 2 j F if 690 0 - - 1 $ - a 862 N/S WALKWAYS 690 0 12 0A-2P 9 10 20A-2P 8 0 460 N. WALKWAYS low a - - II 12 - - 0 460 �._.Fi 3 S WALKWAYS 460 a 6 0A-2P 13 14 20A-2P 1 0 405 460 0 - - 15 16 10 405 1r ; I SPARE 20A-1P 11 18 20A-IP SPARE WOMEN . MEN 19 20 .. 21 22 23 24 I SPACE 25 2(o SPACE F 5 3 3 5 31 32 33 34 39 44 f 41 SUB TOTALS 1380 1480 1380 1 1612 1210 1322 SUB TOTALS 2952 2690 2102 8384 25 ~ M CONN. PHASE TOTAL: A � G CONN. PANEL TOTAL VA MAX. CONN. LINE CURRENT AMPS ...o-.~.w...~.u....,...~.._..m ~:~Mp..~,~ .. .~._. n.,,....~ M..~.~. w..._ ,._..... ._._ ...~,p~% P~._.,~n.._.~ mmu.....,.._.m.,.,m.w.._..n,._ ,..~ I �.. EQUIPMENT (KVA) PANEL TOTAL 8.38 + L.G.L. (,25) 2.10 _ 10.48 KVA BALANCED CURRENT 29 AMPS DESIGN LOAD KVA CITY D D 1 1 1 VOLTAGE 120/208 30, 4U1 LA EQUIPMENT ROOM PANEL LOCATION 1 BUS AMPS 100 TOP FEED ❑ SURFACE MTG. [m MAIN BREAKER X 1 A.F. 40 A.T. BOTTOM FEED CR FLUSH MTG. O .ro LUGS ONLY F1 REMARKS r F —EA—NEL 'LA' DESCRIPTION VOLT-AMPS L OUTLETSC C BUS C C OUTLETS L VOLT-AMPS DESCRIPTION C K K A B C L L R M B T ABC T B L R M L A B C EQUIPMENT CITY ROOMS 240 o 4 20A-IP 1 2 20A-IP 3 540 EQUIPMENT CITY ROOMS 4 MEN. WOMEN TOILET 120 o 2 3 4 1 1 2 1 360 EXTERIOR 5 EXTERIOR 380 o 4 5 6 2 360 TELEPHONE BACKBOARD NOTE 3 HAND DRYER 1 1 1 $ 1 500 BOOSTER PUMP SEE LIGHTING CONTROL WIRING DIAGRAM FOR PHOTOCELL AND TIME CLOCK L-34 HAND DRYER 1 I 9 10 SPARE CONTROL OF RESTRO S, WALKWAYS, IRRIGATION CONTROLS 5 1 11 12 PARKING LOTS AND SECURITY FIXTURES, SPARE 13 14 15 16 11 Ig 15A-1P 180 CONTROL CIR. 19 20 21 22 SCALE 23 24LIG�4TING 1/4" = 1'_0" 1 25 26 21 28 REFERENCE N . 33 34 35 36 (DMAKE CONNECTION TO ELECTRIC HAND DRYER BLOWER MOTOR ASSEMBLY. 1/z'C. 106 GNP. TO GROUND ELECTRODE,AS DIRECTED BY VERIZON COMMUNICATIONS. 39 40 �3 COIL 6'-0' OF GROUND WIRE FOR CONNECTION TO TELEPHONE EQUIPMENT 41 1421 --------- BY VERIZONS COMMUNICATIONS, VERIZON CONTACT NO.(160)245-0330. SUB TOTALS 1 1240 1I26 1040 360 540 SUB TOTALS .. .�.,....��...,.�.,....._ .4 _x.f..�x,..� ..�.�,,.. ...� .~...�.~.....� 2280 1480 1420 5180 . 19 4 PROVIDE LOCKABLE WEATHER PR ENCLOSURE FOR GFI RECEPTACLE. CONN, PHASE TOTAL: A B C CONN. PANEL TOTAL VA MAX. CONN, LINE CURRENT AMPS f 5.i8 0.19 5.37 15 � 5 CONNECT TO IRRIGATION CQNTROLLERS. (KVA) PANEL TOTAL + L.C.L. (,25) - KVA BALANCED CURRENT AMPS DESIGN LOAD KVA � �,, FANEL50ARD NOTE6: Wp (GFI '4 ... mom&A.M0 1 PROVIDE 30A-6P CONTACTOR FOR PANEL HA-1,3-2,4-9,11 (WALKWAY, PARKING LOT 4 SECURITY LIGHTING) �w.~ PROVIDE 30A-6P CONTACTOR FOR PANEL HA-5,71-60 (GENERAL PARKING LOT LIGHTING) y~ PROVIDE 30A-8P CONTACTOR FOR PANEL HA-13,15-10,12-14,16 (GENERAL WALKWAY LIGHTING) 1 OESS/ VI A- TAT F - (TOILET WOMEN 4C� PROVIDE 3O 2P CONTACTOR OR PANEL LA 3 O LET ROAMS) ���.x�.. [5 , MEN � rv���r-�,A,.�•.r®�.4,�.. �QR, UE� PROVIDE 30A-2P CONTACTOR FOR PANEL LA-5 (TOILET BUILDING EXTERIOR) I Sinha 8e Keyfauver Engineering, Inc, '/N". E10 9 �► CONTACTORS TO BE ELECTRICALLY HELD WITH 120V. COILS ARE-D SERIES 8903, r'" � I 421 EAST HUNTINGTON DRIVE Ex`. 6/30/ 07 MOUNT IN SEPARATE LIGHTING CONTROL CABINET, SEE DIAGRAM <~ MONROVIACALIFORNIA 91016 3 ,.° � �---� I � 1 � `��q CE` � . _.1° _. . _.. , CTR\OIN 626-930-1383 Fax: 626-930-1385 OF \F Job No: 02064 { MAIN METERED SWITCHBOARD, 03-15--05 I..wSEE SIGNED ON: 1 n .a ; LA-5 Ipp LA-2,46 �h Y i L-34 SOUTHERN CALIFORNIA EDISON CO. REVISION 03/15/05 INCOMING FEEDER FROM / 1 UTILITY TRANSFORMERSUBMITTAL 04/12/04 a . J 5 100% ISSUE 11/20/03 TOTAL (6) IRRIGATION -� do CONTROLLERS,MOUNT '' 2 (2) HIGH ,�'� ! DESCRIPTION OF REVISION DATE APPROVED rju\ I r"" Y 0 f R AftNar UA H 0 r' U ON AM ' N G (4)2'C. 5' BEYOND BUILDING 000 I € / ,rr , r r,r'''~ (2)21C.FROM TELEPHONE PULLBOX .00EQUIPMENT CITY 6 `,r,,i;0eGROUND BUS -t� VICTORIA ARBORS PARK � (4)2 C. 5 BEYOND BUILDING. _ _ �.._w . w� EAST OF ARBOR WAY STREET � 4F) 4 '� LA-i8 PANEL "LA' RESTROOM LIGHTING, POWER AND COMMUNICATION PLAN AND PANEL SCHEDULE 48'U1,x 48'H, x 1/4'T. LIGHTING CONTROL CABINET, PLYWOOD TELEPH ESEE APPROVED BY: DATE BACKBOARD 3 L•34 CITY ENGINEER RCE No. DESIGN ARCHITERRA DESIGN GROUP RECOMMENDED R.F. LANDSCAPE ARCHITECTURE SITE PLANNING DRAB 10621 CHURCH STREET, SUITE 106 SHEET L-32 E.F. RANCHO CUCAMONGA, CA 91730 SCALE (909) 480800 FAX: (909) 480802 RE5TIRCOM POWER AND CHECKED DRAWING N0.U I A I eFLAN 1/41101'-0 2 L.J. . DATE 04-30-2003 FILE NO, ARCHITERRA JOB No, 0228-4 PROJECT SHEET OF Al FIXTURE TYPE L -- — -- --- -- TYPE A " PENTA-HEAD TAMPER PROOF BOLTS ,. _, .. . .✓.,._,., a,. (TYPICAL) 4" DIA, x 12'-0' HIGH POLE 4" SQUARE x 10'-0" STEEL POLE - WAND HOLE WITH GROUND LUGS ---TAMPER PROOF NAND HOLE WITH DIAMOND STEEL BASE COVER GROUND LUGS -----TAMPER PROOF COVE PLATE (4)3/4' DIA, X 15' DEEP ALUM, BASE O ' EMBEDDED ANCHOR BOLT (3)" 3 TIES NEA TOP OF CONC. FOUND, (4)EMBEDDED ANCHOR ( )"4 TIES FOR TOP ° BOLTS 3/'D x 12' DEEP ® �' MIN.CIRCLE 5" " POST ASE . 3 I • DRY PACK 2' DRYPACK .. 1... FINISH GRADE ' 3" CLEAR It ® ®'9 ` MIN. $—!- ° " TIES x 12" POLE I � ` J_ CONDUIT AS :4IREQUD FINISH GRADE -'- J a /\ \ \ f as a �' ,\\�\\�\\ I •';: 3 - MIN, 4 5 VERTICAL REA I EACH BASE QUADRANT 4'-a MIN. J (3) 3 TIES 4 4 A4 E;,.,:.,CAL REB WITH «2, g' S 12' r , AR 'A.'LIGHT FIXTURE AND POLE MANUFACTUER/SUPPLIE SHALL PROVIDECDUI' �SSTRUCTU L E INEEI AND DETAILS FOR POLE BASES STAMPEDAND SIGNED Y A ST CTU L ENGINEER, THIS SHALL INCLUDE a ;a IRS:` Q ELECTRICAL CONNECTIONS AND GROUNDING, a` 1 OVIDE CLASS A FINISH. IO6I •.. .� EXa" I LD ROUND TO kV x f'.' J' COPPER CLAD 2 LIGHT FIXTURE AND POLE MANUFACTURER/SUPPLIER SHALL PROVIDE 4 PULL OX TYPICAL FOR LIG14TIN Ota`-." GSD WITH 06 BARE STRUCTURAL ENGINEERING AND DETAILS FOR POLE BASES. STAMPED A AND CONTROL CIRCUITS. ROUNDAND SIGNED Y A STRUCTURAL ENGINEER.THIS $WALL INCLUDE NOS:T ELECTRICAL CONNECTIONS AND GROUNIONG, VERIFY TYPE FOR POWER AND TELEPHONE SEE MOUNTING CONDITIONS BELOW, TA I La REFEfRENCE lei WITH UTILITY' COMPANY® >�T 3 PROVIDECHAMFER APPROX. I" x.I". PROVIDE TRAFFIC RATING WHERE LOCATED (DPROVIDE CLASS A FINISH, SEE MOUNTING CONDITIONS BELOW, IN DRIVEWAY OR PARKING LOT. 2 VERIFY DIMENSION OF WALKWAY WITH LANDSCAPE ARCHITECTURAL DRAWINGS. SCALE f=IREGAST CONGfRETE PULL 5OXNONE POLE FIXTURE POLE FIXTURE , EQUAL EQUAL 3tD'M IN, CLEAR CU PLANTER AREA (` PARKING STALL ' CUR PARKING DRIVE AISLE 01 00/0 00 00 X NR POLE FIXTURE POLE FIXTURE PLANTER AREA SIDEWALK SHRUB PLANTS h' MIN, ES SIDEWALK TURF GRASS SIDEWALK "All 11511 u c �sj/�j�\�� r'r'r 'r f`P•.i.A f• ,i►'.•J •4,+, •4, ." p,. ( 4s, S'nha & Keyfauver Engineering In E1 979 421 EAST HUNTINGTON DRIVE Exp.6/3 200 \l\W�\ \ \ \�.\\!\�\°! !\//\ / /\1 � MONROVIA, CALIFORNIA 91016 F pti �P �q� ecTR\� \ 626--930--1383 Fax: 626--930--1385 FF Job No: 02064 CA c3� POLE FIXTURE CENTERED .SIGNED ON: 10--08--04 ON SEATUTALK POLE FIXTURE Q SUBMITTAL 04/12/04 100% ISSUE 11/20/03 CONDITION "Ell CONDITION IIF 11 EAT WALLSIDEWALK DESCRIPTION OF REVISION DATE APPROVED A #%& U 'Afto, aa ma '04 am ZERO CURB FACE SIDEWALKSIDEWALK ' Mlur E14b CURS FACE I y 01 RANC 'HU U UAMU bA I CL SIDEWALKPA I WALL PARKING STALL u u VI "To"'RIA ARBOR4*A PARK ,r r,r,}• , r .,,,,'.�.•1:. ,,, , ,a ".. p ,r '►0 'r''�p�'6. ,t',:R.' *•`,.•,•;••,,e,' .•r. r, ,ate;s'�,eE��,�'Y1��! ����p,.r•.`, , ,•7„ • ! p er,, r .r, . A e e:•tr .r a,y , •t �� ,r, •,r f:a• , •°► ti• 6 r. a•,•). •' .,i ,t .•.,t '7r.: ', y'• ,',.. .l,tf'•`+ .':r, .,�.••+r r:.;,•Jt•'!vt•� t'° AST OF ARBOR WAY STREET 1% 'W ELECTRICAL DETAILS APPROVED BY: r 1p I _ DATE; e0WOK CITY ENGINEER RCE No. DESIGNCHITS DESIGN GROUP CO NDE R.F° LANDSCAPE ARCHITECTURE COND I T I CONDITION ►' n SITE'PLOING DRAWN E•F 10621 CHURCH STREET, SUITE 106 SHEET Orr • RANCHO CUCAMONGA, CA 91730 L,-33 SCALE 1LIGHTING AL (909) 480800 FAX; (909) 484-2802 f=AfR< WAL<WA41ma`5 CHECKED RLA 2832 DRAWING O"LIGHTING L f I NON ff f i Ali NONE L.J. " DATE a�-30-2003 FILE NO. ARCHITERRA JOB Na, 0228-4 PROJECT SHEET OF N N 120 VAC CT. L-18 36" 26" 15" W.P. PHOTOCELL LOADi U(MTD. ABOVE ROOF) PC NO. DESCRIPTION NP KU! AMPS FEEDER SIZE MMAfR* VOLTAGE 1-DAY ELECTRONIC PROGRAMMABLE DROP TIME CLOCK.$PDT WITH LITHIUM BATTERY BACK-UP AND CARRY OVER. TIME CLOCK INTERMATIC 0 ET10415CT, CEC CERTIFIED I PANEL 'HA' 8.38 10 l��a'G. 4+2, ft CND. .0�® (4-CIRCUIT 'TC' CONTROL). �, N R R N PULL SECTION TCI 2 PANEL 'LA' 5.37 1 3/4'C. 308, 1010 CND. Oqa PER. POWER C®. REQUIREMENT 3 BOOSTER PUMP 25 28.3 34 SEE SINGLE LINE DIAGRAM (i 3 T) 1,19. " 400 AMP SELECTOR $WITCH (a) ENO 3 POLE MOUNTED IN COVER MAIN OF ENCLOSURE COFF 30A NAND AUTO CONTACTOR PCi TCI "*\ TOTAL 25 42.05 51 SEE SINGLE LINE DIAGRAM 2.090 AUTO C RESTROOM LIGHTING (LA-3) HAND NOTE: VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY, AND PROVIDE COMPONENTS TO CONFORM, SELECTOR SWITCH (b) MOUNTED IN COVER OF ENCLOSURE OFF 30ASCALE SCALE HAND AUTO CONTACTOR N LOAD 5UMt"IAR"*� N NONE 6WITCH50ARI) ELEVATION I TC2 AUTO O E C RESTROOM EXT. LTG. (LA-5) HAND MAIN SWITCHBOARD 'MS' 211/4 V, 30, 4W,400A BUB: SELECTOR SWITCH (c) MOUNTED IN COVER OF ENCLOSURE OFF 30A TRANSFORMER BY UTILITY CO. NAND AUTO CONTACTOR PROVIDE AND INSTALL PAD TC2 Ile AND GROUNDING PER UTILITY AUTO SPECIFICATIONS AND ! I Q C WALKWAY LIGHTING (HA-13,15-10,12-14,16) REQUIREMENTS � 100A )40A -10A ! W_w I 3P 3P ! HAND � 400A Fa V I I ® )3P L _LjiAIC::..A SELECTOR SWITCH (d) MOUNTED IN COVER OF ENCLOSURE OFF 30A t1)4'C.O. TO C2)4"C.O. TO &' x 12' x ��x' 3/4' C(3 16 4 1"iQ) CND. HAND AUTO CONTACTOR . « « « COPPER GROUND �. POINT, UTILITY PAD PER UTEILRITY _memo- do BUS ASSEMBLY TC3 AUTO REQUIREMENTS REQUIREMENTS QJkJ i —A C PARKING LOT LIGHTING (HA-5,1-&0) 15 KV- TRANSF. ' 4 V-30 TO AMIN AN MINIMUM 20'-O' OF 04/0 CABLE FOR GROUND 120/208V 3-0,4W —LA-183 14 NAND ELECTRODE, INSTALL IN CONCRETE BUILDING ��' -2 �0 � 1"10 CND. FOUNDATION THAT IS IN DIRECT CONTACT WITH 1 06 BOND TO BLDG. I' C- to 2"10 4 1010 GND. EARTH, 3' FROM BOTTOM. BOND TO BUILDING ELECTRODE WITH STEEL AND COLD WATER PIPE WITHIN 5'-0' EXOTHERMIC WELD OF BUILDING ENTRY. (PER G.E.G. 250.50(c)) SELECTOR SWITCH � ) 60A- P �--3/a' C-2 010 4 I110 CND. MOUNTED IN COVER S GFI WP OF ENCLOSURE TC2 — 7 BOOSTER or lllllh OFF 30A 'HA' 'LA' I Z5 ( PUMP HAND AUTO CONTACTOR � � TC4 AUTO WALKWAY AND MONUMENT C SIGN LIGHTING (SECURITY)(HA-9,11) HAND nrr �r-r.�,�r c�.e►rr, ��R /� $ELECTOR SWITCH (f) &1< MOUNTED IN COVER ' OF ENCLOSURE TC3 Sinha & Keyfouver Engineering, Inc. 010 9 OFF 30A 421 EAST HUNTINGTON DRIVE p.6/ 0/ 007 HAND AUTO MONROVIA, CALIFORNIA 91016 `�� �/eluII CONTACTOR 626--930-1383 Fax: 626--9301--1385 ��`Of- Cfla ����o�� TG4 AUTO PARKING LOT LIGHTING C (SECURITY) (WA-1,3.2,4) Job No: ®20164 SIGNED ON: NAND SOUTHERN CALIFORNIA EDISON CO. REVISION 03/15/05 PROVIDE CONTACTORS WITH AMOUNT OF ROLES AS INDICATE ON PANEL SUBMITTAL 04/1 /04 SCHEDULES FOR CIRCUITS CONTROLLED (TYP.) 100% ISSUE 11/20/03 DESCRIPTION OF REVISION DATE APPROVED NOTES: LABEL SELECTOR SWITCHES. a) 'RESTROOM LIGHTING' "A AM 41"" N '0*4A NIL I b) "RESTROOM EXTERIOR LIGHTING.' RAoln"'u'" Hu"' cuc u u c) 'WALKWAY LIGHTING' d) "PARKING LOT LIGHTING' e) `WALKWAY SECURITY' ` RS PARK F) 'PARKING LOT SECURITY' VICTORIA ARBu' EAST OF ARBOR WAY STREET ELECTRICALI APPROVED BY: DATE: CITY ENGINEER RCE No. DESIGN ARCHITERRA DESIGN GROUP RECO LADED R.E. LANDSCAPE ARCHITECTURE DRAWN 10621 CHURCH STREET, SUITE 106 SKEET R.S. RANCHO CUCAMONGA, CA 91730 L-34 (909) 480900 FAX: (909) 990802 SCALECHECKED RLA NO. 2832 DRAWING NO, LIG�4TING "fi �. I NONE L.J. 00111110 1 04-30-2003 FILE NO,woommomwmo °c d ARCHITERRA JOB No. 0228-4 PROJECT SHEET OF r r + a r i • • • r -" _+ � ♦ � ♦ • + J i .+ i i i i + • r r' + + i i - • � + + -- r i' - - - • i . i I � i x .r • ter' i` ii' � i , ♦ it + i' • :•. .. i r r r i r — -•i r ii�- r • - - a - r _ r y _ -'a rr •:.. .- , � r,-� r y � - it i y -- • i it r• i i- r ♦ a i i- .. - r � . low 11110, i _r • i r r i+�► - • i • r r r I- + r► r r - • r AV r — i r x r r •` r r •r y ....— .. y'. x i a x i x r • — r i r• i r r -, - a t r r r i • r a a moi' -r i i i r r i i i r + i x -� it x � �' + . •i it �.'.�. t„ r .' • •� x A • — x ♦ 1 r i i r i + -. • i r i - • tai - � i v •. i .. .. x r � � r_ i .t r - i' i • i. i - .r s a • • i A - ...r - (r- • i - • r e r r i i � •' i i i r •- r -ii' • + + r oi- IW tL . W r x . y-., - r i • .� r - 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM 5UILDING 2. CONCRETE SHALL ME DESIGNED AND TESTED AS OUTLINED IN THE SPECS. 3. ALL •LL CONFORTO +♦ • TYPE I OR 2. THE FOLLOWING 5E THE REQUIREMENTS # CONCRETE EXPOSED .r TO SULFATE SOLUTIONS; Q N a. A LOWER WATER-CEMENTITIOUS MATERIAL RATIO OR HIGHER STRENGTH MAY 5E REQUIRED FOR LOU) PERMEA51LITY OR FOR PROTECTION AGAINST CORROSION OF EM5r=DDMr=NT ITEMS rr FREEZING • r THAWING. - • FOZZOLAN THAT HAS 5EEN DETERMINED 5Y TEST OR SERVICE RECORD To IMPROVE SULFATE RESISTANCE r IN CONCRETE CONCRETE4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT AND + i FOR CONCRETE. rp. ALL AGGREGATE SHALLi - ♦ - x To "SAN GABRIELx AGGREGATE. SHRINKAGETHE SHRINKA43E SHALL 5E AS PER ASTM C-151 WITH THE AVERAGE DRYING AT r• iT EXCEEDING i# 6. DRYPACK SHALL 15EI -i D OF ONE rr PORTLAND CEMENT To NOT MORE THAN - BAND. PLACE7. ANCHOR MOLTS, WOLDOWN 15OLTS, DOWELS, INSERTS, ETC. SHALL 13E SECURELY TIED IN i" To POURING i r 15. CONCRETE , SHALL CURED 5Y KEEPING CONTINUOUSLYr FOR . i, DAYS OR USING AN APPROVED CURING COMPOUND. S. REFER TO ARCHITECTURAL, MECHANICAL, ELEcTRicAL AND FLUM51NG DRAWINGS ITEMS TO 5E CASTINTO FOR MISCELLANEOUSCONCRETE• .r FLOOR DEPRESSIONS, 10. SEE ARCWITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSIONS JOINTS, SCORNG, FOR CONCRETEWALKS• r SLAI 11. ALL + •L CONCRETE 3,000 Pep ALL i rUS FOOTINGS AND - + i' ♦i -- ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 -DAYS. a. SEE NOTE- VALUE SHALL GOVERN. 12. ALL CONCRETE WITH Fic - ii -. SHALL yVE SPECIAL INSPECTION -, - SECTION 1702OF THE UNIFORMIBUILDING CODE.,, NOTED OTHERWISE. 13. ALL CONCRETE • MAXIMUM OF OF r (FER ASTM C143). , MAXIMUM UATER CEMENT RATIO OF OS5 AND A MINIMUM OF 5 BACKS OF CEMENT PER CU51C • -r OF CONCRETEi STRUCTURAL i:.: y i, STRUCTURAL OMERVATION IS NOT REIIQUIRED FOR TH16WWJ - _ r ' r r I: NORMAL LANDSCAPE ;. • :. is AGGREGATE - or • i "' ,_ -� , _: � -.,. _.� . .ir CONCRETE MAX W , _ „c III " a' A L R. r _ STEEL COL. LANDSCAPE i' r` ` • 1 — f - i •MATERIAL RATIO, -'I LIGHTWEIGHT SULFATE • HOOK — Y WEIGHT, - AGGREGATE 'i. IN SOILIi FOOTING TO MACTH, + . CONCRETE, Pala SULFATE PERCENTAGE (4)1/2110 AGGREGATE EXPOSURE K10" EM5EP CONCRETEa LANDSCAPE W9 Mg Im M it 1, :� i. • • •' it -+ � � • ♦ ♦ 'i .moi ' i Q N a. A LOWER WATER-CEMENTITIOUS MATERIAL RATIO OR HIGHER STRENGTH MAY 5E REQUIRED FOR LOU) PERMEA51LITY OR FOR PROTECTION AGAINST CORROSION OF EM5r=DDMr=NT ITEMS rr FREEZING • r THAWING. - • FOZZOLAN THAT HAS 5EEN DETERMINED 5Y TEST OR SERVICE RECORD To IMPROVE SULFATE RESISTANCE r IN CONCRETE CONCRETE4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT AND + i FOR CONCRETE. rp. ALL AGGREGATE SHALLi - ♦ - x To "SAN GABRIELx AGGREGATE. SHRINKAGETHE SHRINKA43E SHALL 5E AS PER ASTM C-151 WITH THE AVERAGE DRYING AT r• iT EXCEEDING i# 6. DRYPACK SHALL 15EI -i D OF ONE rr PORTLAND CEMENT To NOT MORE THAN - BAND. PLACE7. ANCHOR MOLTS, WOLDOWN 15OLTS, DOWELS, INSERTS, ETC. SHALL 13E SECURELY TIED IN i" To POURING i r 15. CONCRETE , SHALL CURED 5Y KEEPING CONTINUOUSLYr FOR . i, DAYS OR USING AN APPROVED CURING COMPOUND. S. REFER TO ARCHITECTURAL, MECHANICAL, ELEcTRicAL AND FLUM51NG DRAWINGS ITEMS TO 5E CASTINTO FOR MISCELLANEOUSCONCRETE• .r FLOOR DEPRESSIONS, 10. SEE ARCWITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSIONS JOINTS, SCORNG, FOR CONCRETEWALKS• r SLAI 11. ALL + •L CONCRETE 3,000 Pep ALL i rUS FOOTINGS AND - + i' ♦i -- ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 -DAYS. a. SEE NOTE- VALUE SHALL GOVERN. 12. ALL CONCRETE WITH Fic - ii -. SHALL yVE SPECIAL INSPECTION -, - SECTION 1702OF THE UNIFORMIBUILDING CODE.,, NOTED OTHERWISE. 13. ALL CONCRETE • MAXIMUM OF OF r (FER ASTM C143). , MAXIMUM UATER CEMENT RATIO OF OS5 AND A MINIMUM OF 5 BACKS OF CEMENT PER CU51C • -r OF CONCRETEi STRUCTURAL i:.: y i, STRUCTURAL OMERVATION IS NOT REIIQUIRED FOR TH16WWJ I MR -1 4 no Ill CLOSED TIES.� 2" O.C. li TY -F.' „ SOIL • VERIFY AND APPROVE CRITERIA, MORE STRINGENT CRITERIA GIVEN 5Y SOIL ENGINEER SHALLGOVERN. SOIL REPORT PRIOR TO CONSTRUCTION. II ' - I -i' - 1/811 CENTER TO CENTER - •- _ —III_ I I I L '-O" MIN. TO DAYLIGHT ...IDS-5UT NOT EXCEED 40' TYP. FOOTING ADJ. 1 • SCALE: FOOTING THICKNESS 1 EA T Y P. IS U #40 DO 12X— ��FOR WALLS, PROVID� I I►♦ • 1 'r 1 1CORNER CONC FTG—. OR WALL /r 1I :. LAYER i FOR WALLS, I5ENDS ONE VERTICAL NT Ci MIN. TYP. U.N.O. • — TYP. WALL/FTG INTERSECTION SCALE: 0 - _ r ' r r I: LANDSCAPE ;. • :. is - - or • i "' ,_ -� , _: � -.,. _.� . .ir ,rr • _ _ R. r _ STEEL COL. LANDSCAPE 1-� r` ` • 1 — i ♦ /r • HOOK BASE PLATE FOOTING TO MACTH, (4)1/2110 :.. 1 r PER K10" EM5EP LANDSCAPE ANCHOR EBOLTS_ 1, :� i. • • •' ♦ :: •5 ♦ :. it •" •-.. — .. _. : : — i r -- � •r • r r .r -ar — ice' ...: • — . — �:. _ _ � i:: y +- r • • - • r�r .. • _ _ y. _ 9-9 - r � r - � :: - -; • sir _ - s i r - - r ••r �r r - • r • r - r .. r . rFAI NIF— � a , I MR -1 4 no Ill CLOSED TIES.� 2" O.C. li TY -F.' „ SOIL • VERIFY AND APPROVE CRITERIA, MORE STRINGENT CRITERIA GIVEN 5Y SOIL ENGINEER SHALLGOVERN. SOIL REPORT PRIOR TO CONSTRUCTION. II ' - I -i' - 1/811 CENTER TO CENTER - •- _ —III_ I I I L '-O" MIN. TO DAYLIGHT ...IDS-5UT NOT EXCEED 40' TYP. FOOTING ADJ. 1 • SCALE: FOOTING THICKNESS 1 EA T Y P. IS U #40 DO 12X— ��FOR WALLS, PROVID� I I►♦ • 1 'r 1 1CORNER CONC FTG—. OR WALL /r 1I :. LAYER i FOR WALLS, I5ENDS ONE VERTICAL NT Ci MIN. TYP. U.N.O. • — TYP. WALL/FTG INTERSECTION SCALE: 0 " " 80. x18" THK. PAD FOOTING op W/ 1-04 CLOSED LOOP HOOPS EA. WAY FOOTINU SECTIOM 04097-D02D SCALE: 3/4"=1'- 0" NOTES 1. COORDINATE ♦ i VERIFY WITH POLYGON i.. LOCATION i COLUMNS s AND ANCHORr ELEVATIONS POLYGON LANDSCAPE ♦ - 3. SEE NOTES AND TYPICAL All A TU TYPICAL coNsrRucTiori DETAILS t REQUIREMENTS / \ A POLYGON � / � � QROFESSIpN� C(o) PLACES/ � TYP. GRADE BEAM CONNECTING PAD \ / FTC,S. lb) PLACES No. 49 2 m Exp. 9/30/06 � kp — — J �'- - ----' � � _ _ ��PAD FTG. UNDER (6) \ L. TYP. W/SlE"4 CA. LOSED LOOP TIES EA. WAY FOUNDATION Pm&AN- SCALEv 1/ • ® 11 - Ow TRENCH FPIPE OR ELECTRICAL UIT LARGER THAN 3"0 15" MIN. FINISH GRADE nP . a P 15OTTOM OF TRENCH H LL NOTE: T 15E 5ELOW THIS LIN CONTRACTOR RESN I FOR PREVENTING TRENCH F CAVING IN PIPESI WEI T Y V . P" 4 1 0 P Eto'"j'k A T FOOTINGS FN324D SCALE: 3/4"=l'- 0" r 1 1 + ♦ ♦ .- .- • Hl PLACE FULL WIDTH OF IN COMPACTED SOIL CENTER ON TYP. PIPES � LW. FTGIl 0•4 CONCRETMttN[ u AG / HOOK COLD JOINT SEE SCHED. x A R. LAP TY n p 10 1 x I OR 4" MIN. Typ I - _ r ' r r I: LANDSCAPE r 1 RE BY LANDSCAPE / "' CMU 5LOCK R. r ' STEEL COL. LANDSCAPE 1-� r` ` • 1 — i ♦ /r • HOOK BASE PLATE FOOTING TO MACTH, (4)1/2110 :.. 1 r PER K10" EM5EP LANDSCAPE ANCHOR EBOLTS_ 1, " " 80. x18" THK. PAD FOOTING op W/ 1-04 CLOSED LOOP HOOPS EA. WAY FOOTINU SECTIOM 04097-D02D SCALE: 3/4"=1'- 0" NOTES 1. COORDINATE ♦ i VERIFY WITH POLYGON i.. LOCATION i COLUMNS s AND ANCHORr ELEVATIONS POLYGON LANDSCAPE ♦ - 3. SEE NOTES AND TYPICAL All A TU TYPICAL coNsrRucTiori DETAILS t REQUIREMENTS / \ A POLYGON � / � � QROFESSIpN� C(o) PLACES/ � TYP. GRADE BEAM CONNECTING PAD \ / FTC,S. lb) PLACES No. 49 2 m Exp. 9/30/06 � kp — — J �'- - ----' � � _ _ ��PAD FTG. UNDER (6) \ L. TYP. W/SlE"4 CA. LOSED LOOP TIES EA. WAY FOUNDATION Pm&AN- SCALEv 1/ • ® 11 - Ow TRENCH FPIPE OR ELECTRICAL UIT LARGER THAN 3"0 15" MIN. FINISH GRADE nP . a P 15OTTOM OF TRENCH H LL NOTE: T 15E 5ELOW THIS LIN CONTRACTOR RESN I FOR PREVENTING TRENCH F CAVING IN PIPESI WEI T Y V . P" 4 1 0 P Eto'"j'k A T FOOTINGS FN324D SCALE: 3/4"=l'- 0" r 1 1 + ♦ ♦ .- .- • Hl PLACE FULL WIDTH OF IN COMPACTED SOIL CENTER ON TYP. PIPES � LW. FTGIl 0•4 CONCRETMttN[ u AG / HOOK COLD JOINT SEE SCHED. x A R. LAP TY n p 10 1 x I OR 4" MIN. Typ I TYP. REBAR i0SCALE:i DESCRIP""IfION OF REVISION ( came �aeeaow,o CITY o: RANCHO CUu"'4AM0NGA VICTORIA ARBORS PARK EAST OF ARBOR LANE rrr 1 ragidal r Ir DATE: elf RCE No, 24953 RECOMMENDED I ENGINEERING Inc. 471W.LAMBERT RRST&105 BREA9 CA 92821 ,SHEET Sl PH (714) 256-2722 1 ! �► 111_ � I_I � DRAWING PROJECT SHEET -3 7 OF w J w - _ r ' r r I: TYP. REBAR i0SCALE:i DESCRIP""IfION OF REVISION ( came �aeeaow,o CITY o: RANCHO CUu"'4AM0NGA VICTORIA ARBORS PARK EAST OF ARBOR LANE rrr 1 ragidal r Ir DATE: elf RCE No, 24953 RECOMMENDED I ENGINEERING Inc. 471W.LAMBERT RRST&105 BREA9 CA 92821 ,SHEET Sl PH (714) 256-2722 1 ! �► 111_ � I_I � DRAWING PROJECT SHEET -3 7 OF w J w