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Home My WebLink AboutSkate Park Beginners Area_1 1 f O can q COO-) ILANDSCAPE ARCHITECTURAL REVISIONS DOCUMENTS CONSTRUCTION FORM PALM DESERT SKATEPARK IBEIG; l Jt4ER .J N IA 92260 T . CALI F.0 R PALM DESER .■ram i ,y w J H N SHEET INDEX: UTl1.iTIES• GENERAL NOTES: . K tct►.. h rr VICINITY MAP.. T- TI TLE SHEETAL EDISON INTERNATIONAL 1 IRRIGATION PLAN ` �? E: 655�5 ALL CONSTRUCTION SHALL BE A00ORDIN6 TO CONSTRUCTION DOGUMENT5 DM-1 DEMOLITION SHEET F ©r PHONE: (Soo) A. ID-1 IRRIGATION DETAILS PREPARED BY PURKISS Ir�t�5E/R51 LaNDSGAPE ARGHI I'EGTUT5 RECREATION AND AG_ GENERAL NOTES & DETAILS PARK PLANNING AND SHALL. CONFORM TO THE REaUIREMENTS OF THE LATEST 0 . ACHELLA VALLEY WATER DEPARTMENT EDITION OF THE STANDARD 5PEGIFICATION FOR PUBLIC WORK5. p-1 PLANTING PLAN �p VICINITY MAP. CO � B. CORRELATION OF DRAWINGS AND SPEGIFlGAT10N5: ANY WORK NOT INDICATED ON AG-2 GENERAL NOTES PLANTING DETAIL ty DESERT SKATEPARK- BEGINNER'S AREA PHONE: t7�39&265i pp-1 PALM DES THE DRAwiN66 BUT GALLED 1=0R IN THE SPEGIPIGATIONS, OR V1GE-VERSat SHALL D AND A 1 RES,I,RC�OM FLOOR PLAN O� I BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATE - GALLED FOR IN BOTH. ANY WORK NOT INSTALLED SHAD BE REPLACED.DRAYVIN65 AND AND - ESTROOM SECTIONS AND ELEVATIONS E-1 ELECTRICAL SITE PLAN & DIAGRAM PROJECT SPEGIFICATION5 OR ORDINANCESA 2 R �ocAT�oN E-2 LUMINAIRE SCHEDULE 'L Z G. DO NOT SCALE DRAWIN65. USE DIMENSIONS INDICATED EXCEPT ON IRRIGATION p-1 ARCHITECTURAL DETAILS FLANS. IONS SHALL BE GALLED TO �+ PLAN E-3 PHOTOMETRIC LAYOUT & DETAILS ,� 0 T w D. ANY DISCREPANCY 1N THE ODRAY+IIN LANDSCAPE OR ARCHITECT ARAC.HITEGT. FAILURE TO DO SO C-1 CONSTRUCTION LAYOUT UL FREE THE IMMEDIATE ATTENTIONW DIAL TOLL WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. - 22 4133 CD-1 CONSTRUCTION DETAILS F-. Q � --� 1 8W 4 c Q Q E. PERMITS, FEES, ETC,: THE CONTRACTOR SHALL ARRANGE AND PAY FOR THE Cp Z CONSTRUCTION DETAILS BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE AND PAY FOR - w a. U AT LEAST TWO DAYS PERMIT5 FOR THEIR RESPECTIVE WORK. BEFORE YOU DIG F. CONTRACTOR SHALL VERIFY ON SITE, ALL DIMENSIONS AND LOCATION OF ANY w � UTILITIES.UNDSMOUND SSWCE ALM OF SOUTHERN CALIFORMA UNDERGROUND Lu 4 lu Z w } U) r W n p W w QLu z zv � G I YI G SIGNATURE BLOCK: 0 � CENTER w a FARK Q CONSULTANTS: d on 0 �- I LANDSCAPE ARCHITECTS. CIVIL ENGINEERS: GEOTECHNICAL ENGINEERS: PLUMBING ENGINEERS: SPAN PABLO -ROSE RSI MC GEE SURVEYING PROFESSIONAL SERVICE INDUSTRIES S B PURKISS I 130 CHAPARRAL#230 801 N. HARBOR BOULEVARD 600 N.TUSTIN AVE..SUITE 250 42240 GREEN WAY SUITE 'C' SCALE: FULLERTON,CA. 92832 SANTA ANA,CA. 92705 PALM.DESERT,CA. 92211 PHONANAHE: (7 4) 21-8792W NTS PHONE; (714) 871-M PHONE: (760)345-3828 PHONE: (760)341-5790 PHONE: (714)921,8700 FAX 706 FAX: (760)341�5794 DATE: FAX: (714)871-1188 FAX. (760) 772- 01 . 19.01 MONTERREY DRAWN : AGH ARCHITECTS. ELECTRICAL ENGINEERS: STRUCTURAL ENGINEERS: PROJECT - UP �-107 CRANE ARCHITECTURAL GROUP DREAM ENGINEERING CORREA CONSULTING & DESIGN 801 N. HARBOR BLVD.SURE 20i BOLSA CHICA ROAD SUITE 101 O. 48880 DESERT FLOWER SHEET N CITY OF PALM DESERT FULLERTON,CA.92832 PALM DESERT,CA. 92260 HUNTINGTON BEACH,CA, 92649 NOT TO SCALE PHONE: (714) 525-M PHONE: (760)773-4478 PHONE: (714)840-M Tmi FAX (714) 525-9826 FAX: (760)=-1092 FAX: 010 840.8691 I AO _ '92Ili1 0KIsirN 2Iid 9NINMA" i 4 04Y 9211n fOH W '10M.134a2 NOUMIOd WIV 2H1 W0� N019�rNW;W 11"3LLRIM Ag 140OX7 CaLLlk4Od 72 ION "MIM 9INGM d0 9NINWM 'll ';3±�f 1?i X.Jaioi 'ON 133HS U041 a MIHN213a TiIM OHM a ALLV1N 93111aGN JlONRW WU oWlIAON A1a.LVIa3WWl 11VHG a7H 'SONWWC MU NO NMOHS lON 531.L11LW aN�tO'>D gbMCW 9NLLSDC2 AW 2i31Nf10'%Q alOJ.VVWW* 3FLL a1WHS '01 LO l-00 Iaalo GNINWRA" :ON 103rONd -wom a{L Ol 17?"Sm Q3ddVo wo 93266 1d ew 1e3/10k" .u.V 'a'3`M#400Sld as Trvi'�" 53111'111sn C040 NW W ;�/ LLWNI •b 1'�l1 :AS NMvaO 2 9NUGDC i GNla( V141 '�ia101�1 ■10 Q012 U RMLLN2 9NIUM OWMIaN07 t 0'6 U L 0 SWUVk WO NI A111111"I aMUNfle MU AW a61Mi *MoJ.WXLNoo 2K.L :31b0 aiO 2SN2dC3 3KL IV CINV AG 30 11VHS 92LLIIW 2ALLVV '9 "Glee" CL31V 13ai TiV Avd cw AW104mow no-,o L=. 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' I. i 331 SNOISIA111 j i / E _ I ? i • ' i S -� . ...:............__...._..._--- ........... ........... e i zz ' t • / r � ' ! 7 ri - L ; / -... r IL � a• aaraalt `'`- �- a� b w w s s s s r�rrr w s w w s �� s w s s w w s s w w s w w w w s s w �� s s aarrr s w �� s w s s s a�a aar� rrrr� w w w w �� s s aaarr � ris s w rrrm w w w s w w w w w �� w s w s s arw w rarrr s as s s s s i f f , j I i REVISIONS BY NOT TO SCALE it X a " CONCRETE o L . r ENCASEMENT 6" ;< NORTH E BEDDING MA TER/AL�-`'` CONCRETE COLLAR TO BE .a USED IN UNPAVED AREAS ONL Y �. PLAN VIEW SECTION A—A COPYRIGHT 2000 i .2 sj adCONCRETE COLLAR o I 1 ' CLEAN OUT SHALL BE AN IRON BODY y JZ- FERRULE WITH BRASS SCREW PLUG C a � W { I � I ` NOTE 0 '~-( ENURE WYE SECTION TO BE y >— I I I ENCASED /N CONCRETE ^^�'�� q i I ?' .r a., �: a w co I CONCRETE ENCASEMENT I TRENCH WIDTH •. E '� ! i a 9' o � 5 J � �s MH 2 g.9"3 t EX. DRY WELL SERVICE LINE I ?G, 1 CONTRA CTOR TO FIELD �i 2 3.80 �v VERIFY ty, -........ ........._..__.... __ _.. ..-._. _..,......-..-_.__._ _. �_- -.._ co {RIM 183.25 o .. o .� � .__.._.._.---...,�, �,'-_-._.___._...----___. .__.._._.___......�-.. ........__-_ __.;..._.._ DRYWELL LOCAl10N PRIOR TO m � � q {INV 175.7�) EX. SMH I � � Q W EYfSr. ' 1�7C1f 8 ICI' START OF CONS7T?UC110N G c �. '` ,p1 C`''— MATERIAL "` ? �,� SY;,` °C T! W - J 1[/�r3a < �• l t� V, r r j� ��Y .r r ,�.!}� �kJ :.4 s? ��(,If) �!J 1.. �ti;'y-� I ( ��1 s j' t i_•.s.36— --/ :� ? � ;'r,��r � `�, Gj t`(� t C, � — 'l �(1 Cr. ... r- „ .. 1-14`,�DICAP MH 1 EX. H _ y _w _._ 2 — 2" $18�14 20.00 . 4+ s• , �f ,,/, 4 �� _r�_- 1 1 w � srA. ELEVATICIN , f t�IP 1+8 .00 .=-,�. 3 �` 7 ''"i''- 3 ..._ ___ C J i INV 181.20 SEE PLUMBING PLAN N.T.S 2 1 J' & � ' - !�4`� •; �r g �o FOR CONNECTION TO BUILDING INV. 175.E 18J.25), �t � 10 `` �'}� GUTTER XV �� ) �'(. 5 �/ g 3 ;�>'� 5 2.5 10 END LATERAL 5 OFF BUILDING ., 'STA. I1+00 CD ,�,�� ti \ - r 4 ,� t. ._...._... _ _ w__.-...__......__.... _...._... INV.• 175.57 /°1' `. 4 PVC �Q.0143 1' � ;, � , � �� ; �,` -�-� C 5 - _ 0STAIWUN NDARD CLEANC?UT DETAIL =' ;t- '�' '(PR07FG'T) :`� �� I �.,. I�_ ``f f EX. GURU? (PROTECT). L" �cr . • h . '. ;;. : ' _ I EX 6"PVC v_----- ------ . .. �`♦�, I I 4 :J _ �,},/,�A :Y . I . `� •_..,. _ '� l 1 4 Nf7H PU C PHONE " t `` . �F l t\ , .` `.. !_. \ .� ... ,`._ 04 19.01 L' ��r-� _:�.,�-ti .`��`a�.'ti Y�•• �r � ,.�. - f:} `• `�..�'`•� \ '' ',�.^'_:�. �, ',�.�:s,`':�. ``.` �� %" �� ,,•. 9 VENDINGLU :• � � a� (PROTECT) e - i�:.--{ ;== -.. . = pia _. hill , V `tom `� �'♦, Ff MACHINES -c t=� •- -.- -� �g �' ;53 �p �'� 4j� \�pe -- w" r �_.:-i ��::� --:�•. ,.�,,.•.-.._I""` ��. .r �.. ._� SEE PLUMBING PLAN r �:' ''•� � ,•� u, �'' I FOR CONNEC770N 1 t c: TO BUILDING ° I z'i� nt" (;. fjj{�,,� s-__-i ~.F,.. .. ,r''� �Cy�,�_' _ ._ ...h.., .�.,,[�. 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I I I '' ��{ Z V ` `` jl�` ja• I t i. ,, ��, ' '\ y ., _:s, ♦ r,rar ? a.r _ ' i (E V 1 �\, {{ j !�'� '�+,i'• f> �,r,� ,/��j �,.'}'.�.r' !%F t� },i �.7.` ,�•,/rfF�} �al•� ,,s ) __.. __yl _ yr. j� \ y��jaL ,'"'. ¢ �/. �:.t;i��Y•d � � L � s .� t t ' `�,f 1 JJ�"I 2Lg� y O'- ,�(=i/': `Y 'Fit 1'""'.,'I , .�.,_ f e• I , '.Y. :"✓ ,ri�-�'•' X, - ♦^ i... y�.:._..;� �/ \ „'- 5F•°y i+ _ { _ ,.,+`.r J'�F "G' n / � 1 ! l��.>' i i r f,�'� .j. i y i �{± :'i^s ,�! ,� G .r'• i .Yi g •ay`.T'� �• f , it •� ��f y-`�f'` �♦`�'•.♦. ti,. �,� \ �.:k.,_ D frl t f /�`' � 1, ; t'f'f�• :,''t_'� f i,�, � v� 4 �R.• s ss t'/` "♦� 'Y' ! I ✓� i i/f +� 3a fix' _. [r� s 1' {' �' I p El' d*Airc ,. €C :. j I �, 3r � f/!? t' s•'�I' i f '�' - `_1.��..��1..�.�.1..� f t ? �•LY).n4,�*i'JF-' I {F z S apr '.�` �`'`,'� .�._�� ``� I� ,1�.{�r tr '� ; � t •, i IJ� ii ♦ f ,�: I •1 ��r �l tits J, f• ..,_...,... IF.• 'i g ( 6'.. t' Sjr•rN O w °•1, i Q.$i+ f I• ti ti. a 1 -, 1 tv _... C1. �w t !.<-1 I I > (. �{ i-i. t. //, \♦,r �r� �. ,�•'I j °i<. f p /, 73� a• y' ... S ..I t.� a4 \fin d i� f v r♦ U t v. R �:,...;/ + ,,rl !..''f 1 .,.'�ff..•`/, `� Sl;''' � ttf,.�/r,'., \ ?1rE•;, r- s rn ...` i .. {. .z.'� Z \ ;1 ! !.,•. ... _..s-.. •r9s� j rn L 1, t b I II }. 3 I \ ,;' k. e':/1�,�4. s. r ♦' .4 .r 1I , Ns, r f7,s ^t s - i \` ♦•\Y" 43 " O t I ; t !. , 1 ,,r/, <<;j 1� 1� ;�� 4�•j :: r r CONSTRUCTION NOTES �4c UANTITIES': Q t; L[� ii t'`\ ri' l,,f�,,:'```;- �• i 1\f } r A•r�;J'r,' ;cr�C,\�••., .... . .... I li' I ..J. v •�,i•..•'� ~ -'°' `�.. �♦'�♦1 � 't F(.: .:( ! e L" lLl ,, \` � ��,%J/. rr' ^f F t�' i�1, :,• lj \l '". j I i., k ✓ f 1?':n i .JF$ q) r v t ' ` �� tt `.... 'ft � '`�,.:� /�.;. �;f`1\ ,, r--.... _ ...; ..'�. .... .... .. .... i... ... _.! Fs_..-, 't' ;�_.'i. ,�•� �� .yVi3,. 1 �i�`'`�-t <i F,zr� �YS nA�.,- { � i''•-.�� I( �4�.•�. �* � r,,•,a`� t �l��r � E�4� '- _; -Q I-F_' f"•y4.. ._.- ........ 7� �'•'3J •.�f`lrj .1� •�i i,••\ \v'. I f ' v :r' •p}'s,- I .� r• ..��*� y �l',sj.�..'.L..�. (.�...�.. r {^t [Z .� �.. -F.. ._��T j J ` ` f j I ... - st{ a: z It a_.._. ...... a ..1 `Y f f �'J':, /,`�`•;\`�+> \ '` »l.l.�•_•�",. 1:-- ,'oV;J "v,• .. •i s�,' "'� {C,♦ <a rr�T liiC "iC"S!i?,4:' C INSTALL 4 PV ( DR SEWER LATERAL) 324 LF t.- t _ ► E .� .�. � _•�A ._ �� .I � i C S 35 gg ..._..- s e ti �J r �;'�•, .• I �, r � ��'t.�` 1�•,� u�� E{.,,�- �• r dD-, f H .: I t� t ..:.• _. .,+_ i ,. .s. �.a,-; -.v�: - _ _._..y .. .s'2 .�� .,.,t t IS�..,r .�-•! _...v,.. z?f'!,?t rt51r .f K INSTALL TERMINAL CLEANOUT PER DETAIL HEREON 2 EA C3} SAWCUT, REMOVE & REPLACE EX. PA DING (MATCH EX. SEC110N) 1233 SF ® REMOVE & REPLACE EX. CURB AND GUTTER, (MATCH EX. CURB AND GUTTER SECRON) 5 LF W 5� SAWCUT REMOVE & REPLACE EX. CURB (MATCH EX. CURB SECTION) 9 LF © BREAK INTO AND JOIN EX. 8" VCP SEWER 1 LS I W 7� SAWCUT, REMOVE & REPLACE EX. SIDEWALK (MATCH EX. SECTION & FINISH) 120 SF C J ® CONNECT TO EX. WA TER MAIN PER CVWD STD DWG. W-6 1 EA. " ® INSTALL 1-112 COPPER WATER SERVICE PER CVWD STD DWG. W-9 1 LS a 10 REMOVE & REPLACE EX. TURF AND IRRIGA TION SYSTEM AS REQUIRED 1 LS i M SSq DESIGNED KMS C� 07 CHECKED x KMS � NO. 44180 m o: Exp. 6/30/01 � DATE 8 25 00 �9T �� .� SCALE °FCALIF° UTILITY PLAN Under round Service Alert 1 -20 e��0 E ro GRAPHIC SCALE JOB NO. IN THE CITY Off' PALM DESERT � 00-1800-129 o Call: TOLL FREE � � o �0 20 �o eo ,a SHEET N0. PREPARED UNDER THE DIRECT SUPERVISION OF: APPROVED: � -800 227-2600 t IN �T > 1 inch = 20 ft. �� J �V 4Ul KURT M. SAXON R.C.E. 44180 EXP. 6/30/01 RI D J. FOL EXP 12/31/01 TWO WORKING DAYS BEFORE YOU DIG NO. REVISIONS APPROVED DATE DIRECTOR of PU8UC WORKS R.C.E. 25320 SHEET 1 OF 1 8 /0 -3 GENERAL NOTES RESPONSIBILITY BUILDING DEPT. NOTES 4.0 INSPECTIONS • APPROVALS: PROPRIETARY NOTICE 1. The Contract Drawings and specifications represent the finished structure. Unless BUILDING DEPARTMENT, FIRE, i SECURITY NOTES: 4.1 Fire Department final inspection is required. Schedule all inspections otherwise shown, they do not indicate the method of construction. The Contractor (Refer to the latest edition in use by the local governing agencies st least 24 hours in advance or as directed by the local authority. • 1�'� The designs, drawings and/or written materials herein constitute the original and shall supervise and direct the work and he shall be solely responsible for all for the following: C.B.C./U.B.C.. Chapters 7. B A 10 con unpublished property of THE CRANE ARCHITECTURAL GROUP. Said materials construction means, methods, techniques, sequences and procedures. Observation 4.2 Any Life Safety System, Electrical. Mechanical or Plumbing work may not be reproduced, utilized or disclosed without written permission of THE visits to the site by field representatives of the Architect/Engineer shall not 1.0 FIRE-RESISTIVE STANDARDS FOR MATERIALS: requires the submittal of engineered plans i specifications to the CRANE ARCHITECTURAL GROUP. Actions contrary to the aforementioned may Include inspections of the protective measures or the construction procedures local authorities for plan check approval and specialty permits. constitute legal recourse. required for some, which are furnished by others. These support services 1.1 Flammable or decorative materials shall be flameproof or flame Contact the local authority for inspection times and requirements, be performed by the Architect/Engineer, whether of material or work, and whether retardant treated with a Calif. State Fire Marshalls listed material and schedule reviews, approvals. and sign-offs as required. prior rin r f r t i n fconstruction re erformed n r r 1 DOCUMENT'S performed or to du a ate co et o o a and/or approval.. gPcon solely for thepurpose of assisting in quality control and in achieving conformance p 5.0 LIGHT, VENTILATION i SANITATION: 1. The following notes and typical details apply to all drawings unless noted with the Contract Drawings and Specification, but they do not guarantee a. Interior wall & ceiling finishes, draperies i other decorative 0 otherwise. Contractor's performance and shall not be construed as supervision of materials shall be flame retardant. Contractors/installers of these Shall comply with Chapters 3. 12, & 29, and the additional , 2. The Architect/Engineer assumes no responsibility for the completeness of plans construction. finishes may be required to provide manufacturer's written requirements pertaining to the specific Group Occupancy Type(s) • for bid purposes prior to issuance of building permit. 2. All drawings. specifications and other work product of the Architect/Engineer for certification thereof to local Fire Department authorities as part in the latest edition of the C.B.C./U.B.C. 1n use by the local c 3. The intent of these drawings and specifications is to include all labor. materials this project are instruments of service for the project only and shall remain the of that agencies final approval. governing authorities. and services necessary for the completion of all work shown. prescribed or property of the Architect/Engineer whether the project is completed or not. Reuse b. Interior finishes on walls A ceilings for the B. H & E • con reasonably implied, but not limited to that explicitly indicated in the contract of any of the instruments of service of the Architect/Engineer by the Owner/Client occupancy groups (A 6 I occupancy noted in parenthesis) 5.0 SITE A BUILDING ACCESSABILITY, ACCESS TO TOILETS. WATER !� documents. on extensions of the project or on any project without the written permission of C.B.C./U.B.0 Table B-A FOUNTAINS & PUBLIC TELEPHONES: 4. All construction and workmanship shall conform to: the Architect/Engineer shall be at the Owner's/Client's own risk. and the >Shall be Class 'A' (Class 1) in Enclosed Vertical Exitways Owner/Client agrees to defend, indemnify and hold harmless the >Shall be Class 'A' (Class II) in Other Exitways (Group I - Class I) Shall comply with Chapter 5. Sections 510 A 511 of the UBC, *1• 4.1 1995 Edition of the CALIFORNIA BUILDING CODE (CBC). Architect/Engineer from all claims, damages, and expenses including attorneys >Shall be Class 'A' (Class III) in Rooms or Other Areas (Group A i latest edition. A Title 24 of the California Administrative Code. Volumes 1.2. A 3 fees arising out of such unauthorized reuse of the Architect's/Engineer's I - Class II) C.B.C./U.B.C. Chapters 3. 11. 11A & 11B. 4.2 Includes the 1994 Edition of the UNIFORM BUILDING CODE (UBC) instruments of service by the Owner/Client or by others acting through the with 1991 to 1994 California amendments to Title-24, Part-2 of the Owner/Client. NOTE: Where approved fire sprinkler system protection is provided each California Code of Regulations and class rating may be reduced one (1) classification with a minimum of 4.3 when applicable, the 1995 Edition of the CALIFORNIA BUILDING Class 'C'. or be classified as one of the exceptions noted. STANDARDS CODES, Parts 1.7.8,10 & 12 ABBREVIATIONS 4.4 All applicable Uniform. National and local Municipal Codes and c. Interior finishes shall conform to Title 19 of the California regulations, latest editions in use. NOTICE OF RESPONSIBILITY Administrative Code. A.F.F. ABOVE FINISH FLOOR BUILDING STANDARD 5. Dimensions shown in figures take precedence over dimensions scaled from The Contractor agrees that he shall assume sole and complete responsibility for 1.2 No hazardous materials, liquids or chemicals shall be stored or used CAB'T CABINET REVISIONS drawings. Large scale drawings take precedence over smaller scale drawings. job site conditions during the course of construction of this entire project, including within the subject building as to require a hazardous classification as CLG. CEILING Any discrepancy or conflict of dimensions shall be brought to the attention of the safety of all persons and property; that these requirements shall apply continuously and indicated in the UBC. CLR. CLEAR Architect/Engineer by the contractor prior to implementation. not be limited to normal working hours; and that the Owner/Client(s), Designers(s), CTR. CENTER 6. Unless otherwise noted or indicated all dimensions on the plans shall be from Architect's). engineer(s) and Surveyor(s) are harmless from any and all liability during 2.0 FIRE-RESISTIVE STANDARDS FOR THE BUILDING: CBC/UBC BET. DETAIL centerline of column, face of concrete. or face of stud (for exterior walls), the course of construction. Chapter 7 DWG. DRAWING centerline of stud wall (for interior walls) or face of mullion. ALL trades and contractors shall review ALL sheets of these drawings as well as ELEC. ELECTRICAL 7. The General Contractor and all subcontractors shall verify all dimensions and any shop drawings provided by others for CONFLICT WITH OR APPLIANCES TO 2.1 Fire sprinkler system(s) per NFPA, Standard 13. shall be provided. ELEV. ELEVATION conditions of the job site prior to beginning of construction and report any THEIR TRADE. Costs arising from failure to do this shall be born by the Contractor at a. Engineers or subcontractors are required to submit engineered EQ. EQUAL discrepancies to the Architect/Engineer. fault. It shall be the RESPONSIBILITY OF THE GENERAL CONTRACTOR to plans and details of additions or modifications to the life-safety EXIST. (E) EXISTING 8. The Architect/s/Engineer/s approval of shop drawings shall not relieve the General distribute copies of drawings to the subcontractors and see that they comply with the systems including standpipes. fire sprinklers. alarms or E.W.C. ELECTRICAL WATER COOLER Contractor or sub-contractor from responsibility for deviations .from drawings or above (in particular: Notes and dimensions. etc.. on one sheet may effect the work shown speakers and smoke detection equipment or devises to the F.E.C. FIRE EXTINGUISHER CABINET specifications unless he has (in writing) called the Architect's/Engineer's attention on another sheet but may not be repeated an the other sheet. Therefore, it is essential local Building & Fire Inspection authorities for approvals & FIN. FINISH to such deviations at the time of submissions. nor shall it relieve him of that all contractors are familiar with ALL sheets of ALL drawings). permits as required or needed to complete the work. F.O.S. FACE OF STUD responsibility for errors of any sort in the shop drawings. b. Upgrade sprinkler system to the proper classification for GA. GAUGE occupancy or use. GL. GLASS GLAZING HANDICAPPED STANDARDS c. Activation of any smoke detector shall put the system GYP. BD. GYPSUM BOARD SITE into alarm. H.N. HOLLOW METAL The California State Accessibility Standards are specified and illustrated on sheet HRDW HARDWARE 1. The Contractor, at his own expense, shall keep the project area and surrounding. G-2. and are not necessarily noted elsewhere. 2.2 Emergency lighting shall be provided per requirements of P P P g y g g g P P q HT. HEIGHT area free from dust nuisance. The work shall be in conformance with the Air Sections 1012 6 1013 of the CBC. Submittal A approval of HVAC. HEATING. VENTILATION B AIR-CONDITIONING Pollution Control Standards and regulations of the State Department of Health. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THESE engineered drawings of the lighting fixtures d system by MFG. MANUFACTURER 2. If existingfacilities are related to the work the Contractor shall not disrupt the SPECIFICATIONS AND INCORPORATING THEM INTO THIS PROJECT the local fire de t. authority is required.P p y q MTD. MOUNTED existing services or utilities without obtaining Own r/s/Cli nt s prior approval and WHERE APPLICABLE N.T.S. NOT TO SCALE Instructions in each case. 2.3 Marking of Exits (Section 1013, CBC): Exit signs shall be installed O.C. ON CENTER 3. All grading operations shall be performed in conformance with the applicable AMERICANS WITH DISABILITIES ACT (ADA) at required exit doorways d where otherwise necessary to clearly OPN'G OPENING provisions of the water quality standards contained in the Public Health Indicate the direction of egress when two or more exits are RE REFERENCE J Regulations. State Department of Health on water pollution control and water With specific respect to design requirements of the AMERICANS WITH required. CBC/UBC Table 10-A REQ'D REQUIRED Q quality standards. DISABILITIES ACT OF 1990 (ADA) or certified state or local accessibility SECT. SECTION 4. The Contractor shall furnish adequate shoring, bracing, barricades and protective regulations. OWNER/CLIENT agrees to waive any action against the DESIGN a. The color 6 design of lettering, arrows and other symbols on exit U.N.O. UNLESS NOTED OTHERWISE L11 measures, etc. as required to safely execute all work, and shall be fully responsible PROFESSIONAL, and to indemnify and defend DESIGN PROFESSIONAL against signs shall be in high contrast with their background. Words an the VCT VINYL COMPOSITION TILE Q for same. any claim arising from DESIGN PROFESSIONAL'S alleged failure to meet ADA sign shall be in block letters 6 inches in height with a stroke of nor V.I.F. VERIFIED IN FIELD 5. Construction debris and wastes shall be deposited at an appropriate site. the design requirements prescribed. OWNER/CLIENT understands that interpretation of less than 3/4 inch. V.M. VENDING MACHINE contractor shall inform the Architect/Engineer of the location of disposal sites. ADA 1s a legal issue and not a design issue and, accordingly, retention of legal counsel b. Signs shall be internally or externally illuminated by two electric W/ WITH The disposal site must also fulfill the requirements of the grading ordinances. for purposes of interposition is advisable. lamps or shall be of an approved self-illuminous type. When the FIN. OR F.O.F.FACE OF FINISH luminance on the face of an exit sign is from an external source. REF. REFRIGERATOR FINISH WORK SEPARATE PERMITS ARE REQUIRED FOR: it shall have an intensity of nor less than 5.0 footcandles from R.O. ROUGH OPENING W either lamp. Internally illuminated signs shall provide equivalent O.D. OUTSIDE DIAMETER M- 1. All required permits must be obtained from the Fire Prevention Bureau before the GRADING luminance. I.D. INSIDE DIAMETER building is occupied. PLUMBING c. If required by Sections 1012 6 1013 separate power or circuiting SIM. SIMILAR 0 2. The.Contractor is to verify sizes and locations of all mechanical equipment before ELECTRICAL should be engineered 6 provided to meet those requirements. A TYP. L TYPICA z construction of cabinets. MECHANICAL the engineering plans submitted for approval A permits (See item 3. The Contractor shall verify all plumbing and equipment sizes before construction FIRE SPRINKLER SYSTEM 2.2 above). ....I of cabinets. 4. The Contractor shall verify with the mechanical equipment manufacturer's data 2.4 All construction related activities shall not cause any required sheets for all openings and pads required. FIRE PREVENTION NOTES exit to become obstructed or blocked. All materials shall be handled 5. The Contractor shall provide and locate access panels as required after installation and stored in the area under improvement or in a manner SYMBOLS of mechanical ducts, pluming and electrical work. 1. The fire alarm, underground fire mains and fire sprinkler systems are to be acceptable to the building authority. Advisement of location is 6. Provide all necessary blocking and backing framing for light fixtures, electrical installed per approved plans under separate fire department construction permits recommended. units and A/C equipment. obtained prior to installation. Contractor shall install a complete DETAIL NUMBER LU system and shall obtain all necessary permits. a. When installing or modifying the life-safety systems provide SHEET NUMBER 7. Unless noted otherwise, all surfaces to be painted shall receive a minimum of for alternative safety precautions as recommended or required by (D one (1) prime coat and two (2) finish coats. the building and fire authorities. b. 2A-10BC minimum rated fire extinguishers must be provided and located on each floor within 75 feet of travel distance from all usable areas. Contractors should verify site requirements and GLASS AND GLAZING provide the fire extinguishers anti/or Fire Extinguisher Cabinet(s) F.E.C., required to meet building t fire authorities approval. If SECTION NUMBER 1. Ali fixed glass panels adjacent to doors and glazing adjacent to a walking surface required, final locations may require approval in the field at the SHEET NUMBER shall be of safety glazing material. time of inspection. 2. Glass and glazing shall be installed in accordance with the Flat Glass c. Fire damper assemblies are required at all penetrations Manufacturer's Association handbook (Edition as adopted by governing through fire-rated construction. FO assemblies including sleeves & authority). installation procedures shall be approved by the building inspector 3. Installation of glass shall conform to Federal Specifications 16-CFE-1202 and the prior to installation. C.B.C./U.B.C. Chapter 7 U.B.C. and all local codes and ordinances. Glazing subject to human impact shall comply with Section 2406, Tables No. 24-C 24-0 of the CBC/UBC. latest 2.5 Contractor shall develop and submit drawings for approval for the following: W edition, and pass the test requirements of UBC standard No. 24-2 Fire Sprinkler System. Monitoring System. & Emergency Lighting c=n 4. All windows shall comply with AO-134.1 (Edition as adopted by governing authority). 3.0 EXITS 6 SECURITY REQUIREMENTS: DOORS 3.1 Type of Lock or Latch: Exit or suite entry door hardware shall not require the use of a key or special effort or knowledge for operation 1. All doors shall comply with ANSI AO-134.2 (edition as adopted by governing from the inside. Inside hardware must be self-releasing. Section ELEVATION NUMBER authority). 1004.3. C.B.C./U.B.C. SHEET NUMBER 2. Unless obviously shown otherwise, door and openings not placed by dimension shall be located 4" from finished well to edge of door buck. a. Exception: Exterior doors in Groups B. F. M B S occupancies 3. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors may be excluded provided a readily visible, durable sign on or r r h pull r push right adjacent to the door stated This door to remain unlocked Burin and 5 pounds far interior Boos such u o s effort bean applied at ht g g j g P P P PP angles to hinged doors and at center plane of sliding or folding doors. business hours". This sign shall have letters not less than one Compensation devices or automatic door operators may be utilized to meet the inch high on a contrasting background. Q REVISION NUMBER above requirements. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. NOTE: The use of this exception needs two(2) approvals-ONE 4. All legal exit doors shall be operable from the inside without use of key or any prior approval of the local building authorities. and-TWO, prior O KEY NOTE special knowledge or effort. Manually operated edge or surface-mounted flush approval of the landlord that the use of this exception is not bolts and surface bolts are prohibited. When exit doors are used in pairs and in conflict with the security A use of the building or its occupants. approved automatic flush bolts are used. the door leaf having the automatic flush bolts shall have no door knob or surface-mounted hardware. The unlatching of b. Every exit door(s) shall meet the requirements of Section 1004 QA WINDOW SYMBOL any leaf shall not require more than one operation. A its subsections as noted in Chapter 10 or the C.B.C./U.B.C. 5. Hand activated door opening hardware shall be centered between 30 Inches and 44 inches above the floor.. Latching and locking doors that are hand activated and 3.2 All building or suite entry/exit doors must comply with the security O DOOR SYMBOL which are in a path of travel , shall be operable push-pull activating bars. lever ordinances of the local governing authority. Unless noted otherwise. operated, or other hardware designed to provide passage without requiring the minimum requirements include: ROOM NAME 00 ability to grasp the opening hardware. Locked exit doors shall operate as above in ROOM TITLE f%*% egress direction. a. Exterior doors to the building utilizing a cylinder lack shall have OXI W LO 6. Panic hardware, when Installed, shall comply with U.B.C. standard 10-04. The a minimum five(5) pin tumbler operation with the bolt or locking > N activating member shall be mounted at a height of not less than 30 inches nor bar extending into the receiving guide a minimum of one inch. EQUIPMENT SYMBOL more than 44 inches above the floor. The unlatching force shall not exceed 15 b. Hinges for outswinging exterior or suite entry doors shall be Fil 1L/ pounds when applied in the direction of travel. equipped with non-removable hinge pins or a mechanical 7. Regardless of any notes, specifications and/or dimensions shown in the interlock to preclude removal of the door from the exterior- EXIT SIGN a (y construction documents, doors in accessible areas shall conform to C.A.C. Title- side by removing the hinge pins. 24 and Federal "AMERICANS WITH DISABILITIES ACT' requirements. c. Exterior doors shall have strike plates a minimum of three and m V N one-half (3 1/2) inches in length and secured to the jamb with screws LU W a minimum of two and one-half (2 1/2) inches in length. Special door types. e.g. all glass construction. etc., should have approval for use ~ and/or requirements for use by the local building t security W Q authorities prior to their purchase & Installation. Q Q U d. Keying of exterior doors should meet the requirements of both the landlord and building/security authorities. S3t L LU .3 � LUcn '� w � LU LU 00 ..3 U- U- 01), Q Z W J V SCALE: AS NOTED DATE: 3 AP, 09-07-00 DRAWN BY: * No. C 21 :U P.S. PROJECT NO: . 10- � COO.120 of C �` ��'� SHEET NO. AG- 1 OF CALIFORNIA WILD=COTE AM AMERICANS PITH DISABILITIES ACT 2. WMININB A PROFILE VIM OF A VNEELCHAIR PITH OCCUPANT IN WHITE a. ANY MALL OR OTHER SURFACE ADJACENT TO THE NAMNAIL SMALL BE FREE 48" MIN. INMICAP DOES AND REQUIREMENTS WITH RUE BAC�. RE PROFILE VIEW SWILL BE LOCATED SO OF SHARP OR ABRASIVE ELEMENTS. 111111116.1 36" GRAB BAR THAT IT IS VISIBLE 10 A TRAFFIC ENFORCEMENT OFFICER 00 TIE CAR 1S PULL SIDE I.A. PUBLICLY 00 OR FUND®WILDINIS: PROPERLY FARM IN TIE STALL. THE SYMBOL SMALL BE X [KIS VIDE P r. ALL NANOUILS SMALL RESIST 210 POUNDS 11 ANY DIRECTION. lum.G T I12" 48' GRAB BAR .S► 18" MIN CLEAR AT INTERIOR DOORS • '... t. AC MIRL17T SHALL BE PMMIEO FOR ALL PORTIONS OF THE WILDIN(S) 36 INCHES NIGH. REFER 70 FINK. 112115 � p/� MULTISTON WILOINK MOST PROVIDE ACCESS IY NEW OF A ELEVATOR S. *0 RE RAMP SURFACE IS NOT BOND BY A FENCE OR A MALL AM TIE coo OR RAMP. E CE►T FOR FLOORS OR PMTIORS OF FLOORS NOT CUSTOMRILY RAW EXCEEDS 10 FEET TIE Mir SHALL CDPLT 017N ONE OF TIE ALL 4" MIN CLEAR AT EXTERIOR DOORS OCCUPIED. IKLWIN. NIT IOT LIMITED TO: ELEVATOR PITS. PIPING AN FOLLOWING: 1, DISPENSERS EQUIPMENT CATYAUS AND MA I ERY ROOMS. 1102.1 EXCEPTIN. 2.3 WALKS AND SIDENALKS 1) A WIDE GUM. A NIA. N 2'. 11 HEIGHT SNALL IE PROVIDED AT EACH t. WALKS AM SIDENALIS SHILL RAVE A CONTINUOUS COMBOS SIWACE. NR S10E OF TIE RAMP. N REQUIRED CLEAR SPACE g TO HIGHEST b. ALL BUILDINGS OCgrIED SOS OR MORE, WHICH AN IEASEI, KUM, INTERRUPTED BY STEPS OR AINN"T CHANGES IN LEVEL EXCEEDING 2' AND 2) A WEEL WIDE SMALL BE MUDED. CENTERED 3 11 M. PLUS OR ARABLE � do OCCUPIED, M. IT ANY IOVERNEITAL AGENCY OR ENTITY SMALL BE SMALL N 0' N[IINUII III VIOII. 113317,1 NlNUS 110 ABOVE THE SURFACE OF TINE RAIr. _ '' 3 ACCESSIBLE. 141.17.11 AHEM, BECAUSE OF RIBIT 1F BAY RESTRICTIONS, NATURAL BARRIERS OR 10 . " am EXISTING CONDITIONS. TIE ENFORCING Am= DETERUM3 THAT 2.1 CORRIM AND AISLES .� • MAY BE PLACED 0 36" 17-19 MAX. OW/ 1. PRIVATELY WED WILNIMS: COMPLIANCE W[TM 11E 4r CLEAR SIDEWALK VIM WOULD CREATE AD � FOR TANK-TYPE. 17 MAX. (x 14" MIN. On 0 UR. = 12' PROVIDE THIS ADDITIONAL t. ACCESSIBILITY SHALL BE PROVIDES FOR ALL PORTIONS OF THE NILDIiB(S). NRRASOIAILE MM6NIP, TIE CLEAR WIDTH NAT BE RLMUCEU TU 368. t. EVERY MO OF TIE NILDIN 11 MICI TIERS ARE SEATS. TAILS. SPACE IF DOOR IS EQUIPPED MULTISTORY WILIINS MIST PROVIDE AM IY MEANS OF A ELEVATOR 113511.1 IEACI A1111M. EOUIP NNT OR 17 M SMALL NAVE AN AB MT.TO TIE T. OR RAID. EXCEPT FOR FLOORS N POTIONS OF FLOORS NOT CUSTOMARILY 113316.1 PUSH SIDE WITH BOTH A LATCH AND p� OCCUPIED, INCLUDING. BRAT RIOT LIMITED TO: ELEVATOR PITS. PIPING AND b. WEN OWNS II LEVEL OCCUR NOT EICHOINf 2' THU SMALL BE SIDE ELEVATION CLOSER con ES'/.A1VVH11T MUM An iUYCIILENY HOQAS. 11m.1 ram". WEMEUM I M A SLOPE IS OHUnt M1:t(SOS"El. ME"THMT b. EVERY AISLE SMALL K BUT LESS THAT 36 IICIES WIDE 1F SERVING ONE SIDE LEVEL CHANGES MT EXCEEDING 1/4' NAY BE VERTICAL. IIXIL7.4 AND NOT LESS THAN 42 INCIES IF SERUM WO SIDES. SUCH MIN. VIDTM • �" b. THE FOLLOVING TYPES OF PRIVATELY FTNDED MULTISTORY BUILDINGS ARE C. ANY ABRUPT OVJ6 S I1 LEVEL ALONG ART ACCESSIBLE ROUTE EXCEEDIN SMALL BE MUD AT RE POINT FARTHEST FROM THE EIIT AND SMALL BE NOT REQUINEI TO MAYS A RAMP OR ELEVATOR ABOVE OR BEAN THE FIRST 2' SHALL COMPLY WITH GIRO RAIDS. 13387.4 INCREASED BY 12 INCISES INS F.A. 5 FEET 1N LENGTH TOWARD TIE EXIT. 1I#•��e� FRONT APPROACH �-9C FLOOR:- CONTINUAL SEATING STALL BATE AISLES 44 INCHES MIN. 113386.2 TOP OF MIRROR d. WALKS AND SIDEWALJLS SMALL DE SLIP NESISTAMT AS FOLLOWS: 48 MIN. c M. N ULTISTORT OFFICE BUILDINGS (OTHER THAI PROFESSIONAL OFFICE OF A 1. SURFACES WITH SLOPES LESS THAN ON GRADIENT SHALL K AT LEAST AS C. ALL CORRIDORS, SERVING AN OCCUPANT LOAD OF 10 OR MORE. SMALL RE 44 13 e HEALTH CARE PROVIDER) THAT ARE LESS THAN 3.000 SQUARE FEET PER DESCRIBED AS A MEDIUM SALT FINISH. INCHES NIX. MINE. ALL CURRIONS, SERVING AN OCCUPANT LOAD OF!OR 1:10 'r STORY, AN LESS THAN THREE STUDIES 11 HEIGHT. 2. SURFACES WITH SLOPES GREATER THAIMIS GRADIENT SHALL BE SLIP LESS, SMALL BE 36 IKNES NIL VIDE. 1005.2.1 MIRROR - RESISTANT. 113387.1 LEVER HANDLE MAX. 12 PEDESTRIAN b.2. ANY OTHER PRIVATELY FUNDED MULTISTORY BUILDINGS THAT IS NOT A d. ALL COMMOVER 20 FEET SHALL s 48" WHEEL STOP LOP AX. ROUTE SHOPPING CENTER, SNOPPIN MALL M THE OFFICE OF A HEALTH CARE a. SURFACE CROSS SLOPS NALL ROT EXCEED 114 INCH PER FOOT . EXCEPT 1. NAVE A MIN. CLEAN VIM OF 6 INCHES. PROVIDE " " SLOPE I LAY SHEILD + .- PROVIDER. AM IS LESS TIM THREE STORIES HIGH OR LESS THAN 3.000 1010 THE ENFORCING AGENCY FINDS THAT. DUE TO LOCAL CONDITIONS 2. HAVE. AT A CENTRAL L/CATIOL A 0I101 $0. MIN. TURNING RADIUS BY TRUEBRO 70 SO. INCH SQUARE FEET PER sT01V IF A REASONABLE PORTION OF ALL FACILITIES AM CREATE AN UNREASONABLE NAADSMIP. THE CROSS SLOPE CAN BE OR PASSING ALCOVE; 01 ACCESSIBILITY SIGN ACCOMMODATIONS NORMALLY SOUGHT AID USED BY THE PUBLIC II SOLI A INCREASED TO A NUIiIN OR 1/2 INCH PER FOOT FOR DISTAKES NOT TO AT A CENTRAL LOCATION NAVE AN OPERABLE DOOR. 1 BOO 340-5969 aaasasaa PER SEC. 11298.5 °- BUILDING ARE ACCESSIBLE TO AN USABLE BY PERSONS PITH DISABILITIES. EXCEED 20 FEET. 119387.1 OR OTHER ARCHITECT APP'0 110M.1 EXCEPTION. 2.7 E1iflA10E5 N i. VALKS. SIDEVALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS Z s 2. SITE ACCESSIBILITY: WHEiEVER POSSIBLE. FOR NATIMS LOCATED 11 THE SURFACE OF ANY OF DONS: COMPRESSED CARPET J{ N 2.1 PATH OF TRAVEL THESE AREAS, GRID OPENINGS II GNATIIGS SNALL BE LIMITED TO 20 ID THE OTT. OF MIRROR o " H FLOOR EVEN Z t. THE SITE SMALL.BE GRADED AN DEVELOPED SO TNAT A SAFE PATI OF DIRECTION OF TRAFFIC FLOV. 113387.9 t. HAM ACTIVATED /NOR NAME SMALL BE CENTERED BETWEEN 30 z � STRIPES 0 36" O.C. 1/4 MAX. BELOW THRESHED ® REVISIONS TRAVEL TO BUILDING OR FACILITY ENTRANCES CAN BE ACCOMPLISNED BY INCHES AND 44 INCIES AIM TIE FLOOR . LATCHING MID LOCKIDG DOORS o0 THE PHYSICALLY HANDICAPPED FIN MTN, PUBLIC SIDENALKS AND TIE D• MEN THE SLOPE OF THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 THAT ARE HAM ACTIVATE!AID MICH ARE 11 A PATH OF TRAVEL SMALL BE TOP OF LAV. SPECIAL PARKING PROVIDED FOR THE HANDICAPPED. UNIT VERTICAL TO 20 NITS HORIZONTAL (51 GRADIENT). IT SHALL COMPLY OPERABLE WITH A SINGLE EFFORT UY LEVER TYPE HARDWARE. PANIC BARS. eh ® TYP. PAVEMENT 11271 AM APPENDIX 1166.1 WITH PROVISIONS OF RAMPS. 113381.3 WITHWT PUSH-PULL ACTIVATING ING NNG BARS ABILITY 70NEO�HRO NID B PASSAGE KNEE SPACE SYMBOL PER b. WHEN TWO OR NONE IIILBINK OR FACILITIES ARE PROVIDED N THE SANE b. WALKS SHALL PROVIDED VITN A LEVEL AREA Of NOT LESS THAN 01100 10044.4.1 BUTT. OF LAV. _ SEC. 11298.5 SITE A ACCESSIBLE ROUTE SHALL CONNECT NI3 CT ALL BUILDI , FACILITIES. IT 60 INCHES AT A DON OR BATE THAT SWIMS TOWARD THE MALK, AM b. NAXIIUNM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 2 PMMS FOIL " " ELEMENTS. AM EITIAKES. 11278.1 AN APPENDIX 1106.1 NOT LESS THAi 48 INCHES VIM BY 44 INCHES DEEP AT A iON MS OR GATE EXTERIOR DOORS AND 5 F FOR INTERIOR DOORS. THE NAXIMMM 9'-0 GAIN. MIN. 9'-0" MIN. THAT SWINGS AWAY FROM THE WALK. SUCK WALKS SHALL EXTEND 24 INCIES EFFORT TO OPERATE FINE RATED DOOM $NALL NOT EXCEED 15 FOiRDS. Y" C. THE ACCESSIBLE PATH OF TRAVEL SMALL BE THE MOST PRACTICAL DIRECT TO THE SIDE OF TIE STRIKE EDGE OF THE GATE DR DOOR THAT S93U 1004.5.1 � Ar rn. ROUTE BETWEEN ALL BUILDINGS. FACILITIES, ELEMENTS. AM ENTRANCES. TOM THE NALK. 113387.5 z 25 g ACCESSIBLE REGARDLESS OF OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH AT LEAST NE ACCESSIBLE PATH OF TRAVEL SHALL BE PROVIDED FROM C. LOCKED EXIT DOORS SHALL OPERATE IN THE EGRESS DIRECTION. 10".4.1 PARKING STALL SIDE OF A DOOR. PUBLIC TIANSPORTATIN STOPS, ACCESSIBLE PARKING SPACES. t. ALL WALKS WITH CONTINUOUS GRADIENTS SMALL HAVE A LEVEL AREA AT BOT7. OF a ,' w PASSENGER LOADING ZONES, AND PUBLIC STREETS AM SIDEWALKS TO TIE LEAST 5 FEET It LENGTH AT INTERVALS OF AT LEAST EVERY AIN FEET. PIPES �+ $ -0 MIN. AT YANG BUILDING ENTRANCES THEY SERVE. 11278.1 AM APPENDIX 1106.1 113VA d. ALL AREAS OF THE DOMING SMALL BE ACCESSIBLE WITH A 36 IKN WIDE mi 04 ACCESSSIBLE 1. THRESHOLDS. THE FLOOR OR LANDING SHALL BE NOT MORE THAN i/2" LOWER DOOR EIGHTY INCH MIN DOOR. ALL ACCESSIBLE DOORS SMALL PROVIDE A 32 PARKING STALL THAN THE THRESHOLD OF THE DOORWAY. d. SIGMAGE SHALL BE PROVIDED UY THE CONTRACTOR TO INDICATE TIE PATH 2.4 CUM RAMPS INCH MIN. CLEAR On 110ENS101 WHEN OPEN TO 90 MIEES. OF TRAVEL. EVERY ENTRANCE AM AT EVERY 41=01. ALONG 01 LEADING A SLOPING PEDESTRIAN WAY TEAT PROVIDES ACCESS OMER A WALK N 1004.6 AN 1004.6.1 EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE TO, THE PATH OF TRAVEL SMALL HAVE A $10 DISPLAYING THE SIDEWALK TO A SURFACE LOCATED ABOVE OR BELOW Al ADJACENT CURB FACE. REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR NO GREATER THAN 1:2 CHANGE IN LEVEL GREATER THAN 1 2 SHALL BE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE BIBLES SMALL INDICATE THE 1102A.11 e. WHEN A PAIR OF ROODS. OR AUTOMATIC OOHS. All USED ARE USED AT / DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SMALL LEAST NE SHALL PROVIDE A CLEAR, NDISTRICTED OPEIIIIG OF 32 SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE ACCOMPLISHED BY MEANS OF A RAMP. COMPLY WITH THE SIGAAGE REQUIREMENTS LISFED 11 THESE NOTES UNDER t. CURB RAMPS STALL RE CONSTRUCTED AT EACH CORNER OF STREET OR ICES. 1404.1.2 AM 1004.4.3 BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SO. IN. IN AREA AND, WHEN IN A PATH OF NOTE: SEE SECTION 1004.9. 11338.2.4.1 SiGMAGE REQUIREMENTS. DRIVE INTERSECTIONS AM NEU A PEDESTRIAN MAY CROSSES A CNIL THE 6" MAX. FAUCET CONTROLS AND OPERATING MECHANISMS TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 IN. FROM THE BOTTOM OF THE SIGN TO THE CURB RAMPS SHALL ME LOCATED ID THE CENTER OF THE CROSSIiALK AT f. THE IOTTON 10 [ORGIES OF ALL DOORS EXCEPT AUTDMA7IC AN SLIBINB IN TOE ETC. SHALL BE OPERABLE WITH ONE HAND AND PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF e. CURT RAMPS SHALL BE CONSTRICTED AT ALL INTERSECTIONS WERE A EACH STREET CORNER. 11275.1 DOORS SHALL HAVE SUOOTM. NIHTERRUPTED SURFACE TO ALLOW THE OF 36 " PEDESTRIAN MAY clGassS A GUM. RPYER To CURB RAMP REQUIREMENTS. b. cLrRB RAMPS SHALL 1f 4 FEET MINIMUM ID W10TH AN SHALL. LIE. GENERALLY ��NNEAIAMOUS OPIENED IGOXlNNo1T'AI0 �04M�P WITHOUT CREATING A CLEARANCE " Cam' ORSHALL TwISTiNG OFREQUIRE THE WRIST. T��IHE DRCE RrEQUIRED R THE SfDEWALK.ARKING SSPAC£S CDMPLYING MINIMUM WITHG1129B.4.2 SHALL HAVE AN PARKING AODIT ORAL SIGN ISHVANED �ACCEssiBLE GROUND FLOOR LEVELS AT DOORS ' 1N A SINGLE FUR. MITN A MINIMUM OF SURFACE 1ARPIN AN CNLIsS SLOPE. 17 MIN' TO ACTIVATE CONTROLS SHALL BE NO GREATER MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. _ 2. ACCESSIBLE THERE SHALL BE A LEVEL LANDING 01 EACH SIDE OF ALL DONS. 1004.9A 2 MKIDB R12TN.2 4 -1 THE LEVEL AM CLEAR AREA ON EACH SIDE IP EXIT DOORS SHALL RE 44 THAN 5 LBf. SELF CLOSING VALVE FAUCETS MUST t. EACH LOT N STiiUCTIRE SMALL PROVIDE ACCESSIBLE PARKIN. C. THE SLOPE OF CUM RAMPS SDALL MT EXCEED 1 UNIT VERTICAL TO 12 UNITS INCHES WHERE THE DOOR 010 AWAY FROM THE LEVEL AM CLEAR AREA REMAIN OPEN FOR AT LEAST 10 SECONDS. TEMPERTURE AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO ACCESSIBLE PARKIN SPACES SERVING A PARTICULAR BUILDING STALL BE HORIZONTAL (8.331 SLOPE). TRANSITIONS FROM RAMPS TO WALKS. GUTTERS AM SHALL BE AT LEAST N INCHES IN THE DIRECTION OF THE aMN SWING. LAVATORY BALANCED PER CODE. OFF-STREET PARKING FACILITIES. OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR LOCATED AT THE SMITEST ACCESSIBLE PATH Of TRAVEL TO IK OR STREETS SMALL BE FLUSH AND FREE OF AIM CHANGES. EXCEPT TIE Ioa.9.2a 1 � SPACE. THE SiGH SHALL BE NOT LESS THAN 17"x22" IN SIZE WITH LETTERING NOT LESS THAN 1' IN ENTRANCE OF THE BUILDING. 1I29B.4 LOWER EDGE OF THE CUM RAMP SMALL NAVE A i IKN LIP BEVELM AT 46 HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: DEGREES AS A DETECTABLE VAY OF FINDING THE EDGE FOR THE VISUAL h. THE MINIMUM CLEAR AREA AT ODORS SHALL RE: ,�4e=��-� b. SINGLE PARKING SPACES: IMPAIRED PERSON. 112715.3 AM 112715.5 11 THE DIRECTION OF SWING AD IUGMIES CLEAR AND 111 THE LENGTH OPPOSITE WHERE SINGLE SPACES ARE PROVIDED THEY SHALL BE 14 FEET WIDE THE: USING SMALL RE 48 INCHES. 1004.92.2A "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING W AN OUTLINED TO PROVIDE A 9 FOOT WIDE PARKING ABU AM A 5 FOOT d. THE MINN SLOPES OF ADJOINIM GUTTERS, ROAD SURFACE IMMEDIATELY t. THE WIDTH OF THE CLEAR AREA TO VNICH THE ROOK SWINGS SHALL EXTEND LOADING SPACE N THE PASSENGER SIDE OF THE VEHICLE. TIE MINIMUM ADJACENT TO THE CUM RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 24 INCHES PAST TIE STRIKE EDGE OF THE MR FOR EXTERIOR DONS AM PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH OISABfUTI£S MAY BE TOWED AWAY AT OWNERS � LENGTH OF THE DARNING SPACE SMALL BE 18 FEET. WIT VERTICAL TO 20 UNITS NORIZOITAL (51 SLOPE) WITHIN 4 FEET OF THE 18 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR INTERIM DOQAS. EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT • OR BY TELEPHONING * " all : REEFER TO FIGURE 111-18A. 112984.1 TOP M NOTION OF THE CUM RAMP. TIE SLOPE OF THE FARM,OR FLARED 1004.l.2.3A SMOOTH, HARD. Nth-ABSORBENT CONTRACTOR 0 SIDES OF THE CUM RAMP SMALL Wr EXCEED 1 UNIT VERTICAL TO 10 WITS 1MALl. B� PER _ CONTRACTOR SHALL: C. TWO M MORE PARKING SPACE: THE SPACE BETWEEN Tip CONSWITIVE ODOR OPENINGS IN A VESTIBULE HORIZONTAL (lOS SLOPE). 11215.3 J HARD NON ABSt3RBEtiT PUSH-PULL SMOOTH. PUSH LL LEVER PADDLE PANIC HARDWARE WHO MARE THAW ONE SPACE IS PROVIDED. 11 LIEU OF PROVIDING A 14 FOOT - •--- --- - -.. .. SERVING OTHER THU STAINAYS, SMALL DE 40 INCHES NIMIHMM PLUS TIE CONTACT LOCAL GOVERNING AUTHORITY FOR APPROPRIATE INFORMATION TO BE ADDED IN LIEU OF THE -- - ----- - 807.1.2- . ...-. . NULL SURFAt TO 4S' A.F.F. 14' YIN. BLANK SPACES SHOWN--PRIOR TO INSTALLATION OF SIGN. -- - w WIDE PACE FOR EACH PANKIM SPACE, TWO SPACES CAN BE PROVIDED e. LEVEL LAMING. OF 4 FEET DEEP, SMALL BE PROVIDED AT THE UPPER EIO OP WID1M OF THE MOM SITING. DOORS IN A SERIES SHALL SM[N IN THE SANE 10 MIN. BOTTOM RAIL WITHIN A 23 FOOT WIDE ABU LINED TO PROVIDE A 9 FORT FAKING AREA N EACH CUM RAMP OVER ITS FULL VIM TO PERMIT SAFE EGRESS FROM TIE DIRECTION OR OUT OF RE VFSTIMLE. 1044.1.2 PROJECTION TITLE-24 ADA REQUIREMENTS RUBBER BUMPER EACH SIDE OF A 5 FOOT VIDE LOADING AN UNLOADING ACCESS AISLE 11 TIE RAOP SURFACE, M TIE SLOPE OF TIE FAKED OR FLASH 3IDES OR TIE CENTER. THE Nll= LOM Of THE PARKING SPACE SMALL DE 18 FEET. CURB RAMP SMALL NOT EXCEED 1 MIT VERTICAL 70 12 WITS MRIZONTAL k. THE MAXIMUM VERTICAL NEIGNT OF A PASSAGE DOOR THRESHOLD SMALL BE ON CHAIR REFER TO FIGURE 111-18A. 112984.1 (0.33S SLOPE). 11273 6.4 - MOUE THAN 2 [NCH. CUM IN LEVEL BETWEEN 114 [NCH All 2 INCH SMALL -._ .._-,-,. _ P � STALLS SECTION 11338.2.2.4 & 11338.2.6 DOOR HARDWARE. HANDLES, PULLS, .LATCHES .AND OMER. OPERATING BE BEVELED WITH A SLOPE BU WATER THAN I UNIT PERT. TO 2 NIT: W DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND d. VAN PACE: f. THE SURFACE OF EACH CURB RAP SWELL BE STABLE, FINE AND SLIP MZ. (SO SLOPE). CHANGES 11 LEVEL GREATER SHALL BE BY RAMP. � ` 3r 3r Nr DOES NOT REQUIRE TIGHT GRASPING. TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. OR IN EVERY EIGHT ACCESSIBLE SPACES. BUT NOT LESS THAN NE, SMALL RESISTANT AN SHALL BE OF CONTRASTIM FINISH FROM THAT OF TIE iQ0+N.9.1A �'�` � x > LEVER-OPERATED MECHANISMS PUSH-TYPE MECHANISMS AND U-SHAPED HANDLES ARE ACCEPTABLE DE SERVED BY AN ACCESS AISLE 8 FOOT. MINIMUM. MINE AND SHALL DE SURROUNDING SIDEWALK. 112735.6 = N REFLECTORIZED SIGN DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN OPERATING HARDWARE SHALL BE EXPOSED AND W DESIGNATED VAN ACCESSIBLE, THE SIGN SHALL STATE 'VAN ACCESSIBLE'. 2.8 RESTROON AND OTHER FACILITIES Si , REFER TO SIONAGE NOTES. RE 1111114011 LENGTH OF THE PARKING SPACE 1. ALL CUM VAMPS SMALL RAVE A GROOVED BORDER 12 INCES WIRE AT TIE CONSTRUCTED OF PORCELAIN USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED SHALL BE 18 FEET. 11296.4.2 LEVEL SURFACE OF TIE SIDEWALK ALONG THE TOP AND EACH SIDE WIN. t. UN17AN THAT SERVE BUILDINGS. FACILITIES ON PORTIONS OF BUILDINGS � c ON STEEL, BEADED TEXT, OR NO HIGHER THAN 48" (1220mrn� ABOVE THE FINISHED FLOOR. 314 INCH N CUM. I127Is.5 SHALT.K ACCESSINLE 70 PERSONS WITH DISABILITIES, UNLESS THE F- EQUAL, DISPLAYING THE e. ARRANGEMENT OF PARKING SPACES: E FMIN AGENCY DETERUMES THAT SANITARY FACILITIES ARE IN EACH PARKIN ABU, A UPPER N CON SHALL BE PROVIDED AN h. DETECTABLE M ET= ACCESSIBLE AM USABLE BY PERSONS WITH DISABILITIES VITIIN A 1'-5" FOLLOWING: LOCATED TO PREVENT EKNOAg1EIT OF CARS OVER THE REQIINED VIM ALL CUM RAMPS SMALL RATE A DETECTABLE WAIVING THAT EX1W:M5 TIE REASONABLE DISTANCE. 1119.1 OF WALNUTS. THE NABOICAP SPACE SMALL DE LOCATED SO THAT PERSONS FULL WROTH AM KPTN OF TIE CURB INSIDE THE GROOVED BORDER WQ 30" MIN. Si1Q01TH BARD NON•- � � URINAL FLUSH VALVE CONTROLS "UNAUTHORIZED VEHICLES DOOR CONSTRUCTION & HARDWARE VITM DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK MIN CARS THAT THE BURP IS LESS TRAM 1017 VERTICAL TO 15 U1173 HORIZONTAL. (6.75 b. WHEN SEPARATE FACILITIES ARE PROVIDED FOR 1N-DISAILED PERSON OF ABSORBENT FLOOR SHALL BE OPERABLE WITH ONE HAND, PARKED IN DESIGNATED ARE NOT THEIR U. ACCESSIBLE PEDESTRIAN WAYS SHALL BE PROVIDED FROM SLOPE). THE DETECTABLE WARNINGS 3NALL BE OF CONTIASTIp COLOR AND EACH SEX. SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS VITA EACH PARKIN SPACE 10 MUTED FACILITIES. PEDESTRIAN MAYS SMALL INCLUDE SMALL DE RAISER TRUNCATED ONES. REFER TO DETAIL THIS SKET. DISABILITIES. J116B.2 SWAM SHALL NOT REQUIRE TIGHT GRASPING, ACCESSIBLE SPACES NOT 1127OU./ PINCHING, OR TWISTING OF THE WRIST, DISPLAYING DISTINGUISHING CURB CUTS AM RAMPS AS NEEDED. DAMPS SMALL NOT ENCIOACI 11711 ANT C. DOOINAVS LEABIN TO SABITANT FACILITIES SMALL HAVE SIGNS. AND SHALL REQUIRE AN ACTIVATING UNAUTHORIZED . . . . PLACARDS OR LICENSE PLATES 28' MIN. PAWN PACE. EXCEPTING: RAYS MAY EMA20 INTO THE LEM OF t. CURB RAMPS SMALL BUT BE OISTLRR:TED IT PARKED CARS. 112736.9 MEN'S FACILITIES WILL BE IDENTIFIED BY AN EOMLATENAL TRIANGLE 114 URI�L FORCE NO GREATER THAN 5 LBF. ISSUED FOR PERSONS WITH TO EDGE SUCH PACES AS AS I SKI ENCROACHMENT AS S ENCROACHMENT OOHS NOT L1N1T TIE CAPABILITY110 THICK M1THI EMU is INCISES LONG AM A VERTEX POINTING NFVARR. . . ' . . . . . • � OF A PERSON TO LEAVE N ENTER THEIR VEHICLE. 11291.4.3 WOEN'S FACILITIES SMALL BE IDENTIFIED BY A CIRCLE. 114 INCH THICK DISABILITIES MAY BE TOWED 18" OF BOWL 18" 2.5 RAMPS AN 12 IMES 11 KANETER. UNISEX FACILITIES SIWL BE IDENTIFIED BY , AWAY AT OWNERS EXPENSE. f. THE SURFACE SLOPE OF TIE ACCESSIBLE PARKING STALLS SHALL BE TIE A CIRCLE 114 10 TNICK, 12 ICES 11 QUA MI WITH A MDILATERAL � c TOWED VEHICLES MAY BE MIN. NIA. POSSIBLE AM SMALL NOT EXCEED I WIT VERTICAL 1150 WITS AiV PATH OF TRAVEL THAT HAS A SLOPE OF GREATER THAN, 1 FOOT TRUNDLE 1/4 THICK SI/EIJNPOSH N THE CIRCLE. THE SIM - RECLAIMED AT: HNDt1ZOITAL (S SLOPE) IN AIY DIREO7IN. 11298.4.4 VERTICAL RISE 11 A 21 FOOT TOUR. BUN. (501 SLOPE) . TIE LEAST SHAD.1E CENTERED N TIE 000R AT aEIWT OF H IBM. AM TIE 1. THE FOLLOWING TABLE SMALL BE 950 TO DETERMINE THE MIN. NUPKI OF POSSIBLE SLOPE SMALL BE FOR ANY RAMP. 1133B S.1 COLOR SMALL CONTMRS THAT OF THE GOON. 11158.5 HANDICAP SPACES: TABLE 111-7: OR BY TELEPHONING N ,�, s,,,, TOTAL PACES HANDICAP SPACES TOTAL SPACES HAM[CAP SPACES d. II MULTI-ACCMWATIN TESTA MS: " FLUSH " N 1 70 a 1 152 TO 200 6 t. RAMPS SNALL.BE 4IKIES MIN. 11 WIDTH FOR NON-RESIDENTIAL 1. A CLEAR SPACE MEASURED FROM THE FLUOR TO A HEIGHT OF iT IMES O t6 10 5O 2 MTO 300 1 OCPAKIES AM 36 I=3 NIB. IN VIM FOR RSIDEITIAL. ABOVE THE FLOW, UITIII TIE SANITARY FACILITY I=OF SUFFICIEIR ACTIVATOR 51 74 75 3 30170 401 U 113M 5.2.1 SIZE 70 INSCREBE A CIRCLE MR A OUMETER NOT LESS THAT N INCHES, N MEN NOTE: CONTRACTOR TO CONTACT ON WIDE = sLu u 76 TO 100 4 40I TO 500 ! A CLEAN PACE 5i INCHES IT OG INCHES 11 SINE. BONS SHALL BUT SUING ,,,,�,�„� CITY AND HAVE INFORMATION SiDE z i in 70 ISO 5 solo 1000 n OF TOTAL b. THE MAXINDI SLOPE TNAT SERVES AN EX[TWAY, PROMOS ACCESS FOR INTO THE FLOOR SPACE RL MAD FOR AV FUTURE. 111517.1.1 ABOVE PRINTED ON SIGN PRIOR cool AM OVEN z1+1 PER loo PNEENSWITRT. AM �1;3A1TIES OR 2 FOOT OF Z 11 T 8P33 >,OPSLOPE3EL11338 S.S� 2. A WATER CLOSET FIITTIRE LOCATED IN A COMPARTMENT STALL SNAIL MEN WOMEN U N I SEX RESTROOMS °" TO INSTALLATION h. iN PAWN LOTS SWIM OUTPATIENT CLINICS, 103 OF THE TOTAL PARKIN PROVIDE A NUM 8IKI VIDE CLEAR PACE FROM ANT FUTURE N A MIN. 1' HOT. WHITE LETTERS SPACES SHALL BE MANDICAP ACCESSIBLE. 112913.1 c. THE CROSS SLOPE:HALL BE No GRFATEII TaWAD 1 UNIT VEST. TO 51 UNITS MINIMUM 32 10 WIDE CLEAR SPACE FROM A]ALL AT WE SIBS OF TIE WALL-SIGNAGE {TYP.� � AND BLUE BACKGROUND TO BE NONIZ. IS SHAPE). 1132 6.3.1 WATER CLOSET.THE OTIEX SIDE OF THE WATER CLOSET SMALL PIOVJDE 18 � EQUAL TO COLOR N0. 15090 1N HOES FROM IN CHTEXM OF THE WATER CLOSET TO THE WALL . A NIB. ee� 1. 11 PARKING LOTS SERVING CLINICS OR FACILITIES THAT SPECIALIn IN d. LAMDIRIS SHALL K PROVIDED AT THE TOP AM MOTION OF EA* RAMP. H INCH LNG CLEAN SPACE SMALL IE PROVIDED 15 FRONT Of TiE WATER FEDERAL STANDARD 595A. TREATING PEOPLE VITN MOBILITY DISABILITIES . IN OF THE TOTAL PARKING IItEliMOIATE SMALL BE PROVIDED AT INTERVALS NOT EXCEEDING 31 CLOSET If TIE COPANININT HAS AN 00 OPENIN DOOR. A MID. 0 INCI SPACES SHALL DE NAMICAP ACCESSIBLE. 112913.2 INCHES OF VERTICAL RISE AND AT EACII CUM OF DIRECTIN. ION CLEAR SPACE SMALL BE PROVIDED 11 A COMPARTMENT MITI TIE GOON �?. 2"x2" M TUBE, CAP 11105.4 AT TIE SIDE. GNAT BARS SDALL MT PROJECT MORE THAN 3 MI1S INTO 711E J. PARKING SPACE SIGNAREs CLEAR PACE$. 1119.7.1.2 6 PAINT J.1. COITRACTK SMALL PROUIOE EACH ACCESSIBLE PAWN SPACE VITM A a. THE TOP LANDING SIALL BE 0INCHES BY 60 INCHES MINIM. 113316.42 -#$IGN PERIMAWLY POSTED IMMEDIATELY ADJACENT TO AM VISIBLE FROM 3. WATER CLOSET COPARTMEITT DOOR SHALL BE EQUIPPED WITH A DONOR WOMEN IOEN ° ° 18" 32" MIN. EACH Na. RE MERSTORIIED$10 SMALL CONSIST DF A PROFILE VIEN t. DOORS N GATES SMALL NOT REDUCE THE NIA. DINENSIN ON:THE RAMP THAT HAS AN AIMTIC CLOSING DEVICE. AM SHALL HAVE A CLEAR UNISEX of OF A WHEELCHAIR VITN Al OCCUPANT. IN VMM. ON A DARK BLUE LAMING TO LESS THAN 42 INCES AM SMALL NOT REDUCE THE MIND MMUTM M OPERIN VI071 OF 32 INCHES iNEN LKAT13 11 TIE END ANDj%, MiN. CLEAR BACfOia01N0. THE SIGN BALL BE A NIA. 71 SO. 10 IN AREA AM, MORN 11 WIDTM BY Mff THAN 3 IWO NMI FULLY OPEN. 113315.4.3 34 IBM NO LOCATED AT THE SIDE. TIE INSIDE AGO OUTSIDE OF TIE TOP OF CONC., PAVING, A PATH OF TRAVEL, SMALL RE POSTED AT A MIN. NEW OF 00' FROM TIE COMPARTMENT DOOR SMALL BE EBUIPPEO VITI A LOOP OR U-SHAPED HANDLE DOOR MOUNTED-SIGNAGE (TYP.� , OR FINISH GRADE. SINGLE-OCCUPANCY TOILET ROM OF THE SIN TO TIE PARKING PACE FIN. GRADE. THE SIM SNAIL D. THE WIDTH OF IN LANDING SMALL EXTEND 24 IVES PAST THE STRIKE ENE 1NEDUTELY BELM TIE LATCH. U1517.1.3 ,�, 4 NOT/E OBSdUNE!RUE PARKED VEHICLE. SINS BAY ALSO BE CENTERED OF ANY DOOR N GATE fOR EXTERIOR RAPS AN 18 IWO PAST TIE /NOTE: PICTOGRAMS AND OR LETTERING ARE NOT : N THE WALL AT RE IITi:RIOR END OF THE PARKING PACE AT A MI1. IEIRTT STRIKE EDGE FOR JNTERIOR RrVPS. 1133/5.4.4 a. SiDDEE ACCpDOMTJN FACILITJiSs REQUIRED ON DOOR-MOUNTED SIGNAGE N . .° a i!4•s f'.ap" OF BU INCHES ABOVE THE FINISHED IRATE K SIDEWALL 112l1.5 1. THESE SHALL BE SUFFICIENT SPACE IN THE TOILET ROM FOR A A h. INTERMEDIATE AM IITTOMI UNOINBS AT A CHARGE Of DIRECTION I1 WHEELCHAIR MEN 39 INCHES VIDE BY 41 INCHES LONG TO ENTER w J.2. EACH VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN QE ADDITIONAL SIM EXCESS OF 30 UM SMALL HAVE A DIMENSION 11 THE DINUIN If THE ROOM AND TEEN IT TIE DON TO CLOSE. THERE SHALL BE 11 TIE WALL MOUNTED SIGNAGE TO BE 12 DIA. CONC. FOOTING STATING A VAN ACCESSIBLE NWNTED WA THE SYMBOL.OF TRAVEL OF NOT LESS RAM 72 INCHES TO ACCORODATE HAMILS. ROOM A CLEAR SPACE OF AT LEAST 40 INCHES 11 DIAMETER, M, A T- LOCATED ON LATCH SIDE OF , a a a MUMMY. 1190A 113385.4.6 SHAPED SPACE THAT COMPLIES MR T-SLIMED PACE FOR 100 KWEE DOOR CLEAR OF DOOR-SWING. `r � J.3. ADDITIONAL $10 SMALL BE POSTED IN Al A CONP[CINIS PLACE AT EACH J. ALL INTERiEDiATE UMINGS (NOT IDENTIFIED IN NOTE H TUNS. NO DOORS siAll EKNDACUI Igo THIS SPACE.) SMALL GAVE A MOUNT AT 60" TO CENTERLINE 32" N4I� ENTRANCE TO OFF STREET PAN FACILITIES OR IMMEDIATELY ADJACENT DIa1EISJN ID RN IN THE RA OF NIT LESS THAW 60 INCHES. 113315.4.7 2. THE WATER CLOSET SMALL BE LOCATED IA A PACE MICH PROVIDES A OF SIGN FROM FLOOR 18" TO AM VISIBLE FROM EACI STALL N PACE. THE$IGN SMALL NOT BE LESS MINN 28 INCH WIDE CLEAR SPACE FROM A FIXTURE N A MINIIRBM 32 PROVIDE ONE SIGN PER ENTRY TO ED E THAN 17 am IT 22 INCIES V171 LETTERING NOT LESS THAI 1 MCI IRA It. HANDRAILS ARE REQUIRED N ALL WPS EXC EDIN 1:20 (US SLOPE). 10 MIRE CLUB SPACE I=A WALL AT ONE $10E. THE OTHER SIDE 1*_pwf TO PARKING LOT IN. OF BO L HEIGHT, MICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOVIN: 113RN5.5 SHALL MIN 18 INCH I=TIE CENTERLINE OF THE VATEN CLOSET TO THE � W WALL. A MIN. W 41 INCHES OF CLEAR SPACE SHALL BE PROVIDED 11 FRONT OF '9DAUTPORIZ13 VEHICLES PARKED IN ORINNATED ACCESSIBLE SPACES 1. MADORMLS SHALL BE PLACED N EACH SIDE OF THE RAMP: SHALL BE FULL THE WATER CLOSET. ALL i0015, FIXTURES AND CONTROLS SHALL BE OR AN ^t RO PLAY T DISING IISTINWISNING PLACARDS M LICENSE PLATES ISSIID LEI9TH OF THE RAMP AND SMALL BE 34 TO 31 INCHES MIT. TIE RAUP ACCESSIBLE ROUTE. TIE MID. CLEAN VIDTN OF Al ACCESSOLE C.4 ~ FOR THE PERSON VITR DISABILITIES MAY BE TOYED AMAY AT TIE OWNER'S SURFACE. 1133111.5 ROUTE SHALL BE 36 IVES, EXCEPT AT DONS. 111517.2 EXPENSE. TOY®VHICLES NO BE RECLAIMED AT Ol e. WANDIMLS SHALL.EXTW A MINIMUM OF 1 FOOT DEVOID THE TOP AND �`�� C HANDICAPPED ENTRANCE SIGN ACTIVATOR Lv 6 IT�LEPSNING FLUSH THE BLANK PACES SMALL BE VERIFIED BY THE CONTRACTOR 11110170 TIE 10TIOM OF THE RAID AN IN EMS SIWl BE RETURNED. 113316.6 z 8 ON WIDE z FABRICATION OF THE SIGN ADO SMALL BE FILLED I1 VITH THE APPROPRIATE � ��- �'� SIDE z N INFORMATION, TEE IIFORATIOI SHALL BE APPLIED AS PERMANENT PART OF a. IUINORA1tS SHALL NAVE A HID. 1 2 INCH PACE BETMEH THE WALL AM THE N ,� s a THE SIGN. 11291.5 HANDRAIL. HANDRAILS iNVIE LOCATED II A RECESS IF THE RECESS IS A MAX. a� OF 3 INCHES BEEP AM EXTENDS AT LEAST U INCHES ABOVE THE TOP OF G'. GRAB GARS IR ALL FACILITIES z J.4. EACH ACCESSIBLE SPACE OR STAIN SHALL HAVE A SURFACE IBEITII°ICATIOR 7HE RAIL. ce 0 1. GRAB BARS SMALL BE LOOTED ON I=SIDE, M N OR SIDE AN THE O� 1'-O' ' W W Z 113316.5 BACK.OF THE ACCESSIBLE STALL OR CdPARTNENT, THE DRAB TARS , OIPLIGIZNG ONE OF THE FOLLDRMIDG SCHEMES: SMALL RE MINIM 33 INCIES ABOVE AM PARALLEL TO THE FIBOR. w: REFLECTORiZED SIGN W Q 1. IT OUTLINING OR PAINTING TIE STALL OR PACE 11 BLUE An OUTLIIIN p. THE DIAMETER DE TIE GRIP PORTION OF THE HANDIAIL SHALL RE 1 114 INCH EXCEPT WHERE THE TANK TYPE TOILET IS USED WNICU DISTRICTS THE x N THE OM 11 TIE STALL M SPACE II i 171 DR SUITABLE TO 19 INCH THE SHAPE SMALL PROVIDE A EQUIVALENT GRIPPING SURFACE PLACEMENT AT 33 IMES, TIE GRAB BAR DRAY RE PLACED AT 36 IKIES. CONSTRUCTED OF PORCELAIN m ALL SURFACES SHALL BE MO , FREE OF SHARP CORNERS. EDGES SMALL GRAB LIARS SMALL RE AT LEAST 42 INCHES LOU WITH THE FRONT END ON STEEL, BEADED TEXT OR � CONTRASTING O COLOR A PROFILE VIEW DEPICTING A LNIEELCHAIR VIII POSMNED 24 INCNE3 II FRONT OF TIE NATO CLOSET STOOL. GRAB MARS AT ENOCCUPANT; N RY: MAYS A MIN. RADIUS OF L/a I1N3M. 113Wi.s EQUAL, DISPLAYING THE • s THE MEAN SHALL BE NOT LESS THAN 36 MINES LNG. 11151 8.1 INTERNATIONAL SYMBOL 2. THE D]ANETER DE TIE DRAB RAMS SMALL RE 1 114 TO 12 INCIES . TIME OF ACCESSIBILITY & 1" °o c a.. SPACE BETWEEN THE MAU.AN GRAB BARS STALL BE 1 2 NIA. 11168 8.2 J UPPER CASE CORRESPONDING HEIGHT LETTERING BOTH 18" 32" MIN. " W W CHARACTERS GRADE 11 BR AILLE IN WHITE Q iwjJ 3. THE GRAB GALS AHIB ABdOIDiNG BULLS HALM.BE FREE OF ANY SHARP N {34 MIN. CUR. FOR ABRASIVE SURFACES. 111%0.4 MIN. CLEAR SIDE-STALL w a w I INSTALLATION) O LL I.L 0 1. A CLEAN FLOOR SPACE 1F 30 INCHES BY 48 INCHES SHALL M PMYIDED '" lI FRONT OF THE LAVATORY . 11151.1. RESTROOM SIGNAGE OTiW1>lCAPPE MULTIPLE TOILET STALL Q p h. MIRRORS SMALL K iDMNT®VrTN THE IOTTN EDGE M HIGHER THAN 40 PARKING ON L r INCHES ABOVE THE FIN. FLU. 111589.1.2 � ,�,� , BLUE BACKGROUND � �!4#��,�, 1 -� SHALL BE EQUAL TO J t. ALL OPERABLE FAIR IKLMIN COIN SLOTS SMALL RE WITHIN 41 ITCHES OF COLOR NO. 15090 IN THE FLOOR.. 11158l.2 VAN SPACE Q *� 0 Q FEDERAL STANDARDS J. TOILET TIME IMPENSE AS SMALL BE LOCATED WITHIN 12 INCIES OF THE 595A. CL 0 FRET OF THE TOILET SEAT. DISPENSERS THAT LIMIT OR CORM RE " DELIVERY OF CORIUM PAPER FLOE SMALL BUT IE USED. 11515.9.3 ao s- w w VAN ACCESSIBLE w #. AT LEAST ONE URINAL SMALL RAVE A CLEAR SPACE 30 INCHES BY Oaf INCES. 11 FRONT OF THE URINAL. 111519.4IL SIGN WHERE OCCURS U 1. ALL FLOORS S1ALL NAVE A SNOOTN. IIAAD . �-ABSORBENT SURFACE. 2%2" STL TUBE, SCALE: MICH EXTENDS AT LEAST 5 INCHES UP N THE PALLS. MALLS 11 TIE , • CAP r)c PAINT TOILET CBPARTIM MITNIN 24 INCHES OF THE FLOOR AND N INCIf3 ,�,A + •s.' :, � ' Ac AMA THE URINALS SMALL FAYE A�NL06TN, MO , MN-M M W h .•,. • s 1 + /"1�? NO�D SURFACE. 111519.5 • • :• : •. ° DATE: 2.9 OTHER BUILDING COMPONENTS M A�f� t. WATER FOUNTAINS STALL 1E LOOTED I1 ALCOVES. BLESS 11EY ARE 10T „ TOP OF PAVING V7�J -Vv IRA THE PEDESTRIAN BUYS. 111711.2 OR FINISH GRADE DRAWN BY' SMALL BE PISS b. I�NCHESS VIDETa 11 LOCATED MbillCLEAR 1.2 SPACE 1F 32 :< °.a 12' DIA. CONC. �'��3� GROOVED BORDER s a a :e FOOTING 4L� ��C� PROJECT 13 120 v � UN .C2J132 � � MM- PROVIDE ONE SiGN SHEET NO. PER HANDICAP oQ 1'-0"* PARKING SPACE �N lU 3�, ��oF CAL-O AG�� OF HANDICAPPED PARKING SIGN 1'si,-tr • Vol ' w 27-4 CONSULTANTS; 10 RESTROOM ACCESSORIES SCHEDULE 112"lELECTRICAL: �• , NO. DESORPTION MANUFAOt RER MODEL FINISH Vh&W ROOM INSTALL HEIGHT — z — — — — — — — A❑ HAND DRYER WORLD DRYER A5 Ss 11-3/8"X9-5/8'X6-5/8" RESTROOM 37" 8118080 8' r A�3 STRUCTURAL. __ I TELEPHONE CORREIA CONSULTING & DESIGN • S © SEAT COVER DISPENSER BOBRICK 8-221 S/S 15-3/4"Xt 1"X2" RESTROOM 40" - E I 16 912 B 0 L S A C H I C A R D. S T E. 101 « w -- — -'- HUNTINGTON BEACH, CA 92649 © GRAB BARS BOBRICK B-5806 S/S 36 ,42 RESTROOM 330r !r �r• a TOILET PAPER DISPENSER BOBRICK 8-272 S/S 9"X5"X3" RESTROOM 19" I MECHANICAL/ PLUMBING: �' — — L — — J M SB&A CONSULTING ENGINEERS, INC. MIRROR BOBRICK 8-1656 S/s 24"X36" RESTROOM 40" 130 CHAPARRAL #230 I MOP RACK BOBRICK B-223 S/S 36"X4-1/4"X5" STORAGE/ PLUMBING CHASE 72" ANAHEIM, CA 92808 S I O ® / O moo tea" a TAMPON DISPENSER BOBRICK B-2800 S/S 14-7/8"X25-3/8"X4-3/4" WOMEN'S RESTROOM / a4h ", 15 I .r I REVISIONS o 59-7" 2'-0" 5'-6" $ 31-O' -10" 5'-4" DOORSCHEDULE I MATERIAL NO. SIZE DOOR FRAME THIC CORE FINISH REMARKS i N _ 1 0 1 4'X6'8' MTL TUBING H.M. - ^�� 2 i ® o ® "' /4-3 ;o I N/A N/A PAINT SEE DETAIL M ( 2 ) 2'1O"X5'4" PHENOLIC ALUMINUM 3/4" SOLID FACTORY i KEY NOTES: I � j O VENDING MACHINES I 1 PER CITY (N.I.C.) s " i 5'-0" DIAMETER E ,► TURNING CIRCLE FINISHSCHEDULE 18 o DRAIN ROOM FLOOR BASE WA- O CEILING i l cp`o. 0 12" WIDE CONCRETE MATERIAL FlN. MATERIAL FIN. REMARKSi ® ® / BLOCK Z 6 w JZ I CERAMIC I g 101 SEALED CONC. PRECISION C.M.U. " o HYGIENIC SE lw zo 6" CERAMIC 1 c 102 I SEALED CONC. PRECISION 1 C.M.U. HYGIENIC BASE `_-- 6' CERAMIC 103 SEALED CONC. PRECISION C.M,U. z IZI ® FULL HEIGHT MASONRY WALLS HYGIENIC.BASE O FINISHES: PARTIAL HEIGHT MASONRY PARTITIONS 1. SEMI-GLOSS PAINT 6'-8" HIGH MASONRY WALLS W/ WIRE MESH SCREEN ABOVE PLUMBING FIXTURESCHEDULE FLOOR PLAN s NO. DESCRIF11ON MANUFACTURER MODEL# FINISH ROOM INSTALL HEIGHT �� N EWATER CLOSET ACORN OURA-WARE 2105 S/S RESTROOM SCALE 1/4 = ❑2 LAVATORY ACORN DURA-WARE 1953 S/S RESTROOM 16 -0 " a URINAL ACORN DURA-WARE 2165 S/S RESTROOM C 2'-0" 1'-4" 4'-0" 1'-4" 4'-0" 1'-4' 2'-O" '- W 13 N 2 D-1 A.3 13 D-1 11 ! D-1 2 11 A 3 13s p..1 138 1/4"1 MIN. D-1 1/4":FT. MIN. D-1 12 I I 1100 hkV I 9 101-81 l0 -1' D-i D-1 A.F.F. 9 10 A.F.F. :- D-1 Al D-1 tM °° W LO Q o N W ol �wr W s cn Z 10 8 10 4 u A.F.F. A.F.F. I � � ? L < Luv D-1 W a- a W L-L 0 I ( a_ U r• CL i+7 � z w 10'-8' A.F.F. A.F.F. I SCALE: AS NOTED ! DATE: 01-19-01 ROOF PLAN DRAWN BY: ARC J.S. SCALE 1/4"=1'-V 2r_D« '-4 4'-0' 1'-4 4'-0" '•-4 2'-0' ��5 3. Cl� PROJECT NO: COQ-120 16-O« * No.C 32 F SHEET NO. VENT OPENING PLAN OF CAL�� A- 1 SCALE 1/4"=1'-0' OF i 15 F D-1 KEY NOTES: �' B" X 8' X 16" SPLIT-FACE CONCRETE 2 = . 1 BLOCK WITH MORTAR WASH. TYPICAL AT EXTERIOR WALLS U.N.O. I SEE LANOSCAPE PLANS FOR EXTENT OF ADJACENT HARDSCAPE. �i SLOPED GROUT CAP TYP. !r 00 OS lip O 6" X 6` CERAMIC TILE. OBOX SECTION ALUMINUM BEAMS AND COLUMNS. 5 O CAST CONCRETE CANALE. REVISIONS EAST ELEVATION D-1 < CONCRETE PEDESTAL SECTION 1 SCALE 1I4"=V-0' g 1 14 D-1 D-1 Cl-1 9 10 C!� D-1 D-1 E O ND TOP OF BLOCK TOP OF BLOCK z N I ! a 0 I I TOP OF OPENING I I � { I TOP OF SCREEN WALL -' R W W 8 2 2 N D-1 - � R 0 W I Or cd SOUTH ELEVATION v, z SECTION SCALE 1/4 —11_w O � � 2 Q TOP OF PARAPET W J W tl� z P OF SEAT BACK a _ u W O TOP OF SEAT - s O � N fn A 0 NEST ELEVATION A%, co o _ SCALE Ile--V-0• N VENDING MACHINES (N.LC.)< 1 INTERIOR ELEVATION-MEN' RE TR IUI 1 s s Oo m N O E s � O a co L a co co i o s ® a D Q e 0 /D CN CO • w <L N NORTH ELEVATION < c SCALE 1/4"=1'-w }— INTERIOR ELEVATION-V1/�MEN S RESTROOM � � L� C W LL. W 0LL 0 0 c) r� u J c� Ur•� a z uj J CJ SCALE: AS NOTED DATE: 01/19/01 ARC DRAWN BY: 3. Ccr J.S. PROJECT N0: * No.C 2 2 C00-120 O~ Q SHEET NO. OF CAL1� A-2 OF 1e S-1 A con ■ 07 FOUNDATION NOTES. 17 a S-1 N 1. SEE SHEET S-1 FOR GENERAL NOTES AND TYPICAL DETAILS. I I I \ 11 • a 2. TYPICAL SLAB ON GRADE: 1 I r— --. — 1 1 \ S-1 il _4. I I I I • 4 CONCRETE SLAB WITH 13 REBAR 1 fi 3► O.C. EACH WAY AT .......... CENTER OF SLAB OVER 2" SAND OVER SOAKED COMPACTED EARTH. I I 3. TYPICAL CONCRETE BLOCK WALL: 8" CMU W/ #4 VERTS AT CENTER OF WA 24" O.C., #4 HORIZ. AT 24" O.C., (2) #4 HORIZ. AT EDGER & AT TOP I OF WALL UNLESS NOTED OTHERWISE. S S-1 FOR DETAIL AT I I I 10 I I WALL CORNERS & INTERSECTIONS, AND FOR TYPICAL �'-s' I I S- I I REVISIONS REINFORCEMENT AROUND OPENINGS. SEE ALSO DETAILS FOR SPECIAL I — — — — —. — — — _._ --. I I I 2'-9" REBAR. I I 10 18 I I 3'-81, TYP. 8-1 TYP. l I I I 16 I I �, - - 14 S-1 I I S-1 17 S-1 -- T S-1 1 ! ■ 01 S-1 = 15 S-1 L:/ jA 15 cV FOUNDATION PLAN S-1 SIM Z SCALE 11V=1'-0" LL. cis Z 3 ,2 0 a id. 7 NOTE: RIDGE RAFTERS IN THIS Q AREA TO 7'4" DEEP AT EDGE z CD CUNT. 4X5 I 4X1a W 13N ► c 9 11A ZX10 RR 0 24" O.C. 0 FRAMING NOTES. �� 4 go LL S- 1. SEE SHEETS S-1 TO S-2 FOR GENERAL NOTES AND 4X10 LDGR 2 TYPICAL DETAILS. 2. TYPICAL ROOFSHEATHING: T I 9 1/2" CDX PLYWO SB PANELS (D.I.=32/16) I B.N.=8d @ 6" .C. r4 f-1 I ? ❑ E.N.=8d 0 6" O.C. I I I I I — — -F.N.= 8d 0 12" O.C. I I ! I I 3. " " INDICATES 4X4 POST "10 w 8N 4. INDICATES 4X BLOCKING W/ CMST 14 CONT. STRAP 1© — PROVIDE PLYWOOD BN TO BLKG. N -- -- 8 I I cc ap w $ I I I I c I I I U I 4 WGo I > Lo CV II Q a � ( N ujWz (> 4X12 8M uuj 4X8 LDGR W � aW FRAMING PLAN co W cn Lu uj W SCALE IIM=1'-W [,) V- LL In 00 2 r-- 2 j ' . < -- 0 < tL U r• a. z W J V 1 SCALE: AS NOTED DATE: 01-19-01 WN By. D Arc J.S. S� j C11, PRO.IECT NO: COa-120 No.C 211 ? 71C * SHEET NO. OpC A- 3 OF 26 GA. G.I. FLASHING STEEL DOOR JAMB CANT STRIP STEEL DOOR • �� '_•:•"►'' W/ VINYL WEATHERSTRIP METAL THRESHOLD DOORSTOP TO HAVE VINYL con �• �• �. p• �• �• � W CONTINUOUS / ':'' BUILT-UP ROOFING W/ WEATHERSTRIP OR EQUAL SEALANT GRAVEL TOPPING SPLIT-FACE BLOCK ' CONC. BLK. WALL � 41 BLOCKING Q� CONCRETE SLAB EXPANSION JOINT (TYP.) CIO '!' •'' PRECISION-FACE BLOCK con -A coo � 1 1/4'x1 1/4"x1/4"/ SEAT-DETAIL , • a •:.••: 4 a 2 1/2"x2 1/2"x1/4"Z • • • GALVANIZED STEEL WIRE • CLOTH 1" WELDED WIRE �h DOOR SILL MESH .125 GA. MULLION ROOF DETAIL DWL'G SAME SIZE dt REVISIONS SPEC'G AS VERT. RE 2 1 2'x2 i 2"x1 4"L �y'�' / / / " " * •wr::' 10 1 x1 x1/4 L PLANS FOR REINF. 14 CONT. REBAR m I #3 D 'G O 32' Q.C. 21" TER HOOKS 2 1/2"x2 1/2"x1/4"L01 1 1/4"xl 1/4'xl/4*Z Lij 00, I ROOF DG I AIL - Z CONC. BLOCK WALL 1 — METAL SCREEN @ PARTITIONS BUILT-UP ROOFING W/ 'i ��=1�"' GRAVEL TOPPING 26 GA. G.I. FLASHING4 CONT. • v 3" CONCRETE BENCH T&B I 2-5/8"0 STAINLESS 1 •I I I STEEL, VANDAL RESISTANT NOTES: Q 'FABRICATOR SHALL SUBMIT SEE PLANS EXPANSION ANCHORS SHOP DRAWINGS DETAILING CUT SLOT TO ACCEPT ALL CONNECTIONS. DEAD BOLT THROW , •GALVANIZE AFTER FROM GATE 'a FABRICATION J "" 'L m N0.1 APPEARANCE GRADE •GATE SHALL BE LOCKED 2X10 TRIM (TRIM BOTTOM 4'=1'•�" OPEN DURING PARK HOURS EDGE AS REQUIRED TO " OVERLAP SPLIT-FACE) 1/4 THK. STEEL AN BUILT-UP ROOFING r oa.e.00c T-1-11 PLYWOOD .:..• '� - WOMEN ` r 26 GA. G.I. c , FLASHING `r # ' °' �.► SECTION W wt '•� NO.1 APPEARANCE GRADE ` SEE DOOR SCH. • •' 1X3 TRIM ' k ,., , ••• EQ. EQ. EQ. EQ. EQ. EQ. x r„-yr s '•� 2X D.F. FASCIA r m ea �'mm r OmL �u �� RtJOF DETAIL � 1"x2"xt/8' THK. STEEL Q I ITTUBING FRAME d �•,4 6 4"MAX. 1"x2"xl/8' THK. STEEL i CLR• TUBING PICKETS EQUALLY ' :... TYP. SPACED M �� BUILT-UP ROOFING HEAVY DUTY DEAD BOLT 8 IM E gj c TYPICAL NOTES: W/ GRAVEL TOPPING 3/4_ILA " X 3/4* 'L" SHAPED PER CITY STANDARD -=ER mm s wi K GRAVEL GUARD NOTCHED > ��. PAr Hx� TO PERMIT DRAINAGE euno oR wAu. FON PW TO CASH CANOPY EDGE c�ioR ' IIAM �� t W/A -Y s �.1/2°=1 ,Q� 9 GA. 3/4"DIAMOND 4► GWF SPA• PAINT W/An TO BE oOMtMN1011g 26 GA. G.I. ' EXPANDED METAL WELD " * " WALL1/4 x5 x8 METAL � eumlIt Ta TO MATCH sm eEtgMO sM DRIP EDGE PLATE BOTH SIDES suaciMc TRM/ oo�at -ON SG to eC IocATrn 26 GA. G.I. FLASHING c, tz ,� ON s>� ov sx� NEAAESi TO FRAME AND PICKETS , TO DOOR. MEINfY MR Tc> spi FAeRICAT+oN BOTH SIDES OF DOOR i RESTROOM SIGNAGE a . CANT STRIP 10"xZ"x3/is' THK. 2X10 No.1 APPEARANCE STEEL TUBING I GRADE. AT 16A, SUBSTITUTE N.T.S. I I 3 LAYERS No. I PLYWOOD (4) HEAVY DUTY j NAILED AND LAMINATED BUILT-UP ROOFING HINGES WELD TO ELEVATION C.M.U. WALL WITH WATERPROOF GLUE DOOR & FRAME-44 O 16A — SLOPED GROUT CAP GATE ELEVATION 2 ROOF DETAIL a CONC. BL.K. WALL 00 SOLID GROUTING + Id 00 ' SLOPED GROUT CAP SEALANT , BUILT-UP ROOFING •`j W GRAVEL TOPPING / .•,�;..; • C.D.I. MODEL #CCM17He '• PROVIDE 24 GA. GALY. ° STEEL RAIN DRIP O •*" EXT. CONDITION PLYWOOD SHEETING C, W " W h 3/4" TdtG CONCRETE DESIGNS INC. LO ROOF TO WALL }* �' �y Q PRE-CAST CONCRETE 1'-0" L~ CANALE 110 6 < 0 PRESSED METAL FRAME �* SOUD GROUTcN 53 a. -.--.-.____- !; 'sir LU w Z DOOR HEAD w c,Y :. �: •' EXT. WOOD DOOR Ly CUT PRECISION BLOCK �'. 0. 3/4 X 3/4 L SHAPED "f r' ----------� STEEL FRAME � Q W ' ::;;.;, •. GRAVEL GUARD NOTCHED • ''• cn TO PERMIT DRAINAGE. ce BUTYL CAULK Lu LL W C� LL" �- C� • 26 GA. G.I. a 0 0 I.C.B.O. LISTED + CONC. ANCHOR .,I U J I CA DETAIL FLASHING ' 14 rt*,. ia� 1-'1 "=7'•�" BUILT-UP ROOFING W/ .4 a #1 1X4 APPEARANCE GRAVEL TOPPING p A z GRADE TRIM (PAINTED) � CONC. BLOCK WALL04 v DOORJAMB SCALE: M AS NOTED �.. DATE: CUT PRECISION BLOCK ' 09-07-M DRAWN BY: ARC► J.S. 5 •� a.c r .�� ' PROJECT NO: CM120 � �No.C2 2 � � SHEET N0. ROOF DETAIL N. 10- o �' OF•cD- 1 A� OF TRENCH EXCAVATION BACKFILL/SOILS REPORT OR G E N E R A L N 0 T E S TO 9OX DENSITY TTi MASONR SENERAL �►y I�c� Q �6��.�, Sear�:r.�w.s Foy tYr. � l2�� toNc, gyx W/ A4.reR DrR, CONC,$U*k Itf/NF.. 00 !1 1 1. All construction and workmanshipshall conform to the 1997 .� 1. All masonry shall be reinforced grouted masonry (W -1500 psi Uniform Building Code. 1- 3 TOP & used half stresses in design, unless noted otherwise on plans BOTTOM 1'-6" 1 ' and details). Grout solid all cells which contain rebar. bolts, etc. 2. These notes shall be used i conjunction Cm apt- Sp�,f p Grout solid all cells below grade. See UBC 2105 for quality n ju ction with the plans and 2,�` MIN. " ` assurance requirements. any discrepancies shall be brought to the attention of the 10 -0 � Architect/Engineer. FxPANSlo�1 Z`� ` l 2. Mortar shall be Type "S" mixed in the proportion of 1 part 3. Contractor must check sit dimensions framing.N 1 E.F. _ I Portland Cement to 1/2 to 1/4 parts lime putty to 2 1/4 to 3 amng conditions, �otfNr! T'YP, times the sum of the cement plus time putty parts of sand. and site conditions before starting work. Architect/ �T--111 I =1 1=I NO TRENCHES -� Engineer shall be notified immediately of any discrepancies .0 CoBELOW THESE L.J� 3. Grout shall attain a minimum compressive strength of 2000 or possible deficiencies. o e LINES 2 psi and shall be mixed in proportions of 1 part Portland Cement to 1/10 part lime putty to 2 to 3 parts sand to a 4. Conditions not specifically shown shall be constructed • ' , f • d PARALLEL to FOOTINGS 1 maximum of 2 parts gravel. All grout shall be vibrated. similar to the details for the respective materials. 4 Cprv'r' N 6" PIPE SLEEVE - 2" LARGER THAN 4. Aggregates for mortar and grout shall be natural sand and 5. The drawings and specifications represent the finished 71_ J,,�PIPE PASSING THRU FTG. STEM rock conforming to ASTM C-144 (mortar) and C-404 (grout). structure. All bracing, temporary supports, sharing, etc. '7=� 6„MIN. is 1 the sae responsibility of the contractor. Observation �z� y GoNT 3 F � p Y #i o 1---_ _ visits to the job site �{ NT 5. Cement shalt be Portland Cement conforming r in j b the Architect £n ineer do not NO PIPE TO PASS THRU n o m g to ASTM C 150, Y / 9 l Type 1 or 11, low alkali. include inspection of construction procedures. The THIS PORTION OF FTG. Yp . SEE PLANS contractor is solely responsible for all construction jE Py 1�5 COMPACTED EARTH 6. All concrete block shot[ conform to ASTM C90, Grade N-1. methods and conditions at the worksite. These visits will C6itsnot be construed as continuous and detailed inspections. PERPENDICULAR to FOOTINGS 7. All brick shall conform to ASTM C62, Grade MW. 6. Design, material equipment, nd ro c 16g a du is other than those P �� 8. All reinforcement, bolts, etc. shall have a minimum rout described below or indicated on the drawings may be g TURNDOWN EDGE TRENCH DETAIL coverage of 3/4 . All brick shall have a minimum of 2 1/2 considered for use, provided prior approval is obtained from grout space. the Owner. Architect/Engineer, and the applicable governing code authority. • 9. See the architectural drawings for type of units, laying HOOKS and BENDS 4d 21/z' M1N. pattern and joint details. Unless specifically shown 7. All conditions noted as existing are based on the best o, 6 a otherwise, all concrete block and brick shall be laid in information currently available at the time of preparation running bond. of these drawings. The Contractor is to verify oil CavC.B wi+u 3/4 R conditions before starting work. Should conditions arise Q which ore different from those shown on the drawings, the 6 P'os-r W f WAr&p� s�& �� 5 � TYi? - 10. All rebar shall be positively held into position prior to B�yaN� a Architect/Engineer shall be notified immediately and gyp , � k ��1NF •t pouring grout. All vertical foundation dowels shall be straight additional drawings based on more accurate information will C6 and shall be positioned in center of block cells u.n.o. on g PLO°F ��£`�rO"f� � 90' HOOK SEND OFFSET 1$0'HOOK the details, aditional bars shall be epoxied into footings, be prepared. � Ap-GH i Dws, s 05�FtM47- CAP , g DtzwSZ-S SAryg S� E& a (� if needed, where minimum tolerance to cell wall is not 8. All soil excavated for grade beams, 1 d = BAR DIAMETER maintained or dowel is not positioned correctly. g piers, etc. shelf be �XPAN$1DN �OIIV7- SINS ASV � disposed of off-site in a suitable disposal area. GIB C°t- BASE TYP_ fir"r Jt89R�� xf?A�5roN �y '� R = 3d FOR #2 TO #8 INCLUSIVE l4GTfs lZ Pt jr, �o� ^i R = 4d FOR #9 AND LARGER WOOD f R_ AME �Q RATIONS °° SPLICES �. 11 s A tractors[ (umber shall be Douglas Fir of the fallowing 1. All existing fill soli and. disturbed natural soils are to be grades, conforming to Standard Grading Rules for West Coast excavated and replaced with properly compacted fill. All `o �r1�� Lumber, No. 16, unless noted otherwise: filling, back€illing, recompaction, etc. is to be �� accomplished only under the supervision of a soils engineer. l 1 F=-, � #3 ZY S ""' � NOTE . Rafters, joists ----__________No. 2 904Fb #3 �,,,,, OwyS CHAMFER ALL TR CTUR CONCRETE: 48d ® GR. 40 (2'-0" MIN.); 72d 0 GR. 60 (2'-6" MIN.) Seams and stringers^`__-.--_-- No. 1 135OFb 2. All excavations are to be inspected and approved by a Soils CORNERS L STRUCTURALPosts and timbers - No. 1 1200Fb Engineer prior to the placement of an concrete or CONC. WALLS, COLUMNS, MASONRY: 48d ® GR. 40 (2'-0" MIN.); 2d � GR. 60 (2'-6" MIN.)ETC. EXCEPT Y ' 2x4 Joists and rafters--------- NO. 2 900F6 reinforcing steel. Studs, blocking, plates--------Stud Grade or Better C3�� r WHERBEAMSE DETAILED OTHERWISE " . Tory dcrs'f .FEE FlAN.s (Douglas Fir) 3. Footings are to be carried a minimum of 18 into firm undisturbed natural soil or approved compacted fill. SEE PLANS 2. All wood bearing on concrete or masonry shall be pressure treated Douglas Fir. All exposed lumber required to be 4. Design bearing pressure is 2000 psf with a 33% increase for pressure treated shall be treated with water borne salts seismic or wind loading. �7 TYPICAL REINFORCING (except far Glu-Lams). 5. Relatively non-ex ansive fill should be used in backfill'rn C7] Y P TYPICAL CONC. C � g CHAMFER FER h 3. Each sheet of plywood shall identified behind walls. All walls all be ode ti i d b a registered ter ail shall be adequately shored t A R s edduring B DET Yw AIL P Y g � Yg stamp or brand of.the APA, the Engineered Wood Association. the bockflll operation. 4. Plywood for roof sheathing shall be CDX. Use exterior type, 6. All excavations, grading, compaction, etc. shall be accomplished w min. C-C grade where plywood is exposed to weather, Plywood and performed in accordance with the Soils Report as prepared I- BAR SIZE for floor sheathing shall be Underlayment Grade Plywood. by Professional Service Industries, Inc., Project No. 586-05009 UJ All plywood shall be glued with exterior type glue. All plywood j �� A Ct�,OR BOLT HOOK A.B. AROUND p g YP 9 p yw ad dated August 26, 2000. S SR tort c, w 2 HOOK t� (n shall conform to U.S. Product Standard PS 1-95 HORIZ. OR VERT. 15 t ,O#y cavr 761,J&'r P�DE57AL w U a- 4 7 8 9 0 (UBC Standard 23-2). All plywood shall be spaced 1/8 inch. This Soils Report and addendum is hereby made a part of these REBAR (OR ADDED �..� U General Notes and all recommendations contained therein shall � #4 x 48" LONG 0 S. APA rated sheathin anels conformin to U.S. Product � REBAR U Standard P52-92 (le: UBC Standard 23-3 may be be considered as minimums. Ny•,ra ®�t'�e.e' P©sfi- ) _J U LAP SIZE (I N.) substituted for all plywood. ) y � EXI>i4nls�oN 7. The contractor must verify that the plans have been reviewed by 3otrt'•riTjr� }_ U 2500 .24 24 30 36 49 6582104128 6. Nails shall be common. Nailing shall be per Chapter 23 the Soils Engineer prior to start of construction. W C& Goc. BASS 4" FOR 1 2"0 & 5 8" A.B' 3 4" --1 Z Table 23-I1-B-1 of the Uniform BuildingCode unless • #q Corr: s''cavc. gLK 5 FOR 3/4 0 & 7/8 4S A,B MIN. --� 3000 24 24 30 36 45 59 75 95 116 noted otherwise on the plans or details. A �4 i Z 0 a J ! s 4xvur• Sd&lb U 0 7. All metal connectors shall be Simpson Strong-Tie connectors. �' H z 4000 24 24 30 36 42 51 6582 01 The nails for these connectors shall be joist hanger nails 2 as manufactured by the Simpson Co. 1. Unless noted otherwise, all concrete shall attain a minimum _ a • p ANCHOR BOLT w/ w w 5000 24 24 30 36 42 48 58 73 90 _•. / J1 f j 2" HOOK -- ROLL 8. Bolt ho#es in wood shall be 1/32" to 1/16" larger than the compressive strength of 2500 psi at 28 days. / t"'/ ! z AROUND REINF. _ - �' 0�'RY 24 34 38 45 53 60 68 75 83 nominal boat diameter. All bolts shall have standard cut 2. Aggregates shall be natural sand and rock conforming to W ~" r AS SHOWN washer under head and nut unless noted otherwise. Anchor ASTM G33. • bolts and holdown bolts shalt have square cut washers. NOTE 3. Cement shall be Portland Cement conforming to ASTM C-150, tZ7y.�il_WAY HORIZ. REBAR 9. All bolts shall be rett htened rior to the application of Type I or 11, low alkali. fy = 40ksi FOR 3 BARS g p PP EXP/4NS�oN SatNr. � sheathing, !aster, etc. 9► p , fy ^ 60ksi FOR #4 BARS & 4. Water shall be potable, clean and free from injurious amounts 10. Structural-members shall not be cut for pipes, etc. unless of oils, acids, alkalis, salts, organic materials, or other e PtANS 5ea Ptavvs LARGER, specifically detailed. substances that may be deleterious to concrete or reinforcement. " - TYPICAL A N C H 0 R B 0 LT TYPICAL I�C A L VERTICAL REINF. 11. Provide 2x solid blocking between joists and rafters at all supports. Blocking shall be one piece and the full depth of 5. Admixtures to be used in concrete shall be subject to prior the joist or rafter. . In MASONRY WALL SPLICE REQUIREMENTS � approval by the Engineer. -12. Cross bridging or solid blocking shall be provided at 6. Maximum permissible water-cement ratios for concrete when 8'-0"o.c. maximum for all floor joists more than 12" deep strength data from trial batches are not available shall and at 10'-0"o.c. maximum for all rafters more than 8" deep, conform to Table 4.5 of ACI Standard 318-95. Maximum slump VERTICAL shalt be 4 inches for stabs, and 5 Inches. for footings.. 13, Provide-double joists under partitions which are parallel to oo REBAR the floor cots. TYPICAL 2'-0" joists. 7. :.: Concrete shall be cured while in a moist condition for at feast the first 7 days after placement. Methods for #`! V Et- E r t CONC. BLOCK. SEE �'• accelerated curing shall have prior approval of the Engineer. A. GEt.G PLANS & ELEV. FOR 0 DOWELS THK. & REINFORCING 8. The following minimum clear distances between reinforcing • -`""� steel and face of concrete shall be maintained unless noted 24" otherwise: 12 DOWELS - SAME SIZE & SPACING AS VERT. ......................... Center of stab REBAR Slabs on grade N 2- VERTS Concrete below grade, formed .................... 2" Concrete below grade, """�" a unformed (poured against earth}.......:..........3" cn a Concrete exposed to weather...................1 1/2" I � EXTEND HORIZONTAL REBAR 9. Pipes may pass through structural concrete in sleeves, but 04 ' AROUND CORNERS OR shall not be embedded therein. Pipes or ducts exceeding n PROVIDE DOWELS one-third the slab or wall thickness shall not be placed..in a A N ( -*q cow . ZJ the structural concrete unless specifically detailed. el } CORNERS INTERSECTIONS ENDS 10 Pr .avide 3/4 chamfers at all exposed corners. 1- #4 TOP # • S�� peAiN 5 BOTTOM 11. Refer to architectural drawings for reveals, areas of textured concrete or special finishes, Items required to be cast into W� A concrete, curbs and slab depressions. e rZ TYPICAL REINFORCING . '�� a t FOOTING AND WALL 12. All concrete shall be vibrated. 14 CORNERS AND INTERSECTIONS 4 REINFORCING STEEL 2'-0' OMIT DiAG. TYP. BARS 0 BLOCK 1. Reinforcing steel shall conform to ASTM A615, Grade 40 for 1- #5 x 4, " WALLS sizes #3 & #4 and Grade 60 for sizes #5 and larger. _.. 01AG., TYPIC L Maximum yield shall not exceed 1.3 times that specified. SAD ARC, oo 2. Welded fabric (mesh) shall conform to the latest revised G� v J. CR9 ), . CONC. BLOCK. SEE ASTM A185. Smooth wire fabric shall conform to ASTM A85, 3 DOWELSPLANS & yield strength 60 ksi. '� v THK. & REINFORCING c7 No. C 2 .2 &G1LAli+►� wA�L3 0 32"oc 24" 2- #,5 3. Welding of reinforcing steel shall conform to AWS D12-1 12o using ro er.low hydrogen electrodes. All bars to be welded o~ ALTER HOOKS DOWELS - SAME SIZE EXTEND BARS AS g p pN• i0 31- �t• FAR AS POSSIBLE shall conform to ASTM A706. FCAL & SPACING AS VERT. & HOOK ENDS � SCe,Egv WAI- REBAR VERT ELL HT. WHERE END LAP 4. All bore in masonry shall be lapped a minimum of 48 bar CANNOT BE diameters (2"-0" min.) for Grade 40 and 72 bar diameters X FACE OBTAIN (2-6" mina for Grade 60 at all splice unless noted OBTAINED otherwise. I N"VAM - ::� .. ...:.: 2- #5 DOWELS O► FDTN. AT NOTE: PROVIDE DIAG. 5. All bars in concrete shall be lapped a minimum of 48 bar OPENINGS BARS AT BOTTOM OF diameters (2'-0" min.) for Grade 40 and 72 bar diameters ■oricsio 3 OPENINGS LOCATED (2'-6" min.) for Grade 60 at all splice unless noted otherwise. r4 RANT' SOLI l> ABOVE FLOOR SLAB. 6. Splices of horizontal rebar in wails and footings shall be ii&�'�'i•r �'. --- .... staggered 4-0 minimum. �s ' 16 1- 4 OP & HOOKED AT 7. Dowels for walls and columns shall be the some size and �� FOUNDATIONS spacing otherwise. s the wall/column reinforcing unless noted ,rwp�s;rto� TYPICAL OPENING REINF. 8. All bending of reinforcing steel shall conform to the latest edition of the Uniform Building Code. 3 in MASONRY or CONCRETE WALLS and SLAB _ . 15 S %5 S- 1 TYPICALDETAILS or IT♦NiaT� I � FIELD (INTERMEDIATE PERIMETER Out, (BOUNDARY) BEARING) 2 fo eo& r 61.ILC4 oz gt-A oPEI z CV f EDGES V\\ RAFTERS OR � A51.t� JOISTS A I X - 3x4 FLAT OR 2x4 !� � '` q'tle 29-01, VERTICAL BLKG. AT EDGE Z t� If / MIN. JOINTS F 0 PLYWOOD &4J G!C• LOA 1L - Ifollto e ERE jet CALLED FOR O PLANS).SEE DIET. nA BELOW. 18 WO op P -� NOTES 1� ric 1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JOISTS AND RAFTERS. 2. STAGGER END JOINTS 2'-0" MIN. AS SHOWN. 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES AND AS CALLED FOR ON THE DRAWINGS. , 4. SEE PLANSF - i OR NAILING. �N S. NAILS SHALL HAVE MIN. 3 8 EDGE DISTANCE. RAFTER. �!/ 1�1L S 3 Arv4LE's �,$� 6. ALL JOISTS AND RFTRS. SHALL BE LAID OUT IN & v- IN T A 4-0"MODUL ! o lyo E TO COINCIDE w PLYWD. PATTERN. �►�� j LAh SGI��W InJ 7. USE TONGUE & GROOVE PLYWD. AT FLOORS, U.N.O. �NSID+E koLEs - 8. SEE DET.1:�)FOR FRMG. WHERE PLYWD. JOINTS ARE OFFSET DUE TO RFTR. OR JST. LAP SPLICES. 2x4BLK w/ E.N. 3x4 FLAT DR E.N. 16d0i 2"oc G� 40te 2x4 vERT.BLKG. TO JST EAR o p BEAM RFTR. OR JST. RFTR. OR JST. BEYOND AT LAP SPLICE (jl 6 PLYWOOD DETAIL MASo,Jt_y WA" �rlAPl. W • Z A ' • $EAN1 —Hl.53 AxqLc E.S. w/ RA�7'�R &�A1`� Po57' � 06 tor-r !N Ra-rror� RAPTex l..A Stag 1N 1Nst pE W �#W 55r SSA Y B W/ PLrwb 6.N. Now TO CR AM ROB oLAawN E_S, �x L Drs R f17 UPSIDE DOWN SIMPSON 'HU' JOIST HANGER . - . MASoNIzY wM.L o 'i x RFTV CANTILEVERED BEAM a a W/ 14bZA Nr&AowN E-S. a CONTINUOUS BEAM U • �f x L pt,iZ, w A w • A � A (jl 8 (j3. C8 C3 C�C�r' MASONRY WALL SIMPSON PATM 25 STRAP 0 No.C 21 48"oc, MAX. (BOLTED) �- Got•. ; . B.N. 9� 10 3�� A OF O Z N Giro. Two CALF YL x0o 2- #4 CONT. 2x SUB-PURLIN w/ .� SIMPSON F HANGER 4o LQ IA. 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JI . . . . . . . . . . -.>u__.-•- --ti: O ••L•. . .... ... ...... .r.__ ,. .- _'l � .._.y,.... .._.g.-. -..-L... ._-�... ,u__._....�......._...r.-_ .._.r}-.._, .y+,.....R.... ....-.._..:LLt... ._-'-T..._.__.y...,_rr---_.-i 'r.l' 4A' t0�' 4.0' os 4D IOa' 40' 6.2' X ' �✓ A 0100 G i12' 1 � ca I �1, 10 10 r t ; �q PATE Q� TF OF CAS-CFO I URRF alg Woaff 1 � _ � rl _ _ _ _ � rlrril rr lily �. irrlle _ _ � A . Ilrr � w�l _ � wA _r _ _ _� _ _ � _ _ wwll _rr trirl _ _ _ rrrr � _ _ _ _� _ E• nlwl� r _ _ , _ _ a _ rlrr _ _ i N ? D � SAN P ,� S & 0 A VaaUa u z mmiiiCie °1 +°, 3° 0 �- LL � C J CONSTRUCTION NOTES. CONSTRUCTION LEGEND. SYMBOLS LEGEND w Q 1• ALL FORKS AND ALW44ENT5 OF PAVING, LAYOUT, AND :SPECIAL PAVINE3 AREAS SHALL BE RMAMY ED AND APPROVED BY THE CITY'S AUTHORIZED O RESTROOM BULlDIN6 WITH PUBLIC PHONE, REFER TO ARCH#TEGTIlR�4L PLANS. IT BI.OGIC STEPS, REFER TO DETAIL 'S', SHEET GD-!. R RADIUS Q � I��PRESENTATII/E PRIOR TO POURINl3 (GIVE A MINIMUM OF 46 HOURS Ib TOE C�ONNEGT'10N, REFER TO DETAIL 'G', SHEET OP-1. Mo. EQUAL r (n NOTICE. VENDING MACHINES, REFER TO ARGHITEGTiJRAL PLANS. EJ EXPANSION JOINT IE�IE� ` 7 w 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO 14 BLOCK RETAINING WALL, REFER DETAIL 9, SHEET CD-2. ix L in GONSTRUGTION AND SHALL BE HELD LIABLE FOR ALL D PRJOR, O SPECTATOR VIEWING AREA WITH BUILT-IN SEATINS, RE'FM TO ARCHITECTURAL PLANS. KJ KOLD JOINT SO w W UJ CotoIQED• GUARDRAIL ON RETAINING WALL, REFER TO DETAIL 'Q', 4 G+EGK-IN STATION WITH LI6FlTING, REFER TO DETAILS 'E' 6 'F', SHEET GD-2. SHEET GD-!. Z v 5. CONTRACTOR SHALL NOTE AND INSTALL EVE LOCATIONS SHOWN ON a PA. PLANTING AREA Z IRRIGATION PLANS IN EXGE55 OF EXISTING SLEEVES PER GITY5 5a EXISTING PILASTERS, PROTECT IN PLACE. 21 BOWL, REFER TO DETAIL 'P, 514MET 00-1. 2 Z U �� APPROVAL. (D ' 4. ALL Crr10N5TRUGTlON AND WORKi"tAN5HIP SHALL CONFORM TO THE LATEST O EXISTING SHADE STRUCTURE, PROTECT IN PLACE. ?.� FLAT RAIL, REFER TO DETAIL 'L', SHEET GD-I. J -� EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC 5. MANUAL PAD, REFER TO DETAIL A, 5F1�T GD�. Qw � Q S EXISTING CONCRETE SLAB, PROTECT IN PLACE. �" � �- 5• T!eW NOTES SHALL EE LOW IN CON.WTION WITH THE PLANS AND ANY 24 FUNHOX A/ LEDGE, REFER TO DETAIL 'R', SHEET GD-I• DISCREPANCIES SHALL BE BROU&W TO THE ATTENTION OF THE ga 4' -�}. , CONCRETE , R ER TO DETAIL 'A', SHEET GD-!. LANDSCAPE ARCHITECT AND GITY'S REPRESENTATIVE. SLOPED LEDGE, REFER TO DETAIL 5', SHEET GD-I. T IN E. DIMENSIONS FRAMING CONDITIONS AND 9 EXISTING h H16H PERIMETER IRON FENCE PROTECT PLACE.6. CONTRACTOR MUST GHEGK ALL TO DETAIL 'H' SHEET GD-I. w 26 PYRAMID REFER SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT a � t SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE IO 6' HIGH PERIMETER IRON F 4CE AND COLOR TO MATCH EXISTING, PROVIDE SHOP DRAWING " DEFIGIENGIES. FOR REVIEY�. COORDINATE WITH CITY REPRESENTATIVE. � 12' WIDE X 6' HIGH DOUBLE SWING WRDUeSHT IRON GATE TO MATCH '1• CONDITIONS NOT 5PEGIFIGALLY SHOWN SHALL BE GONSTRIr1GTED SIMILAR FENCING, PROVIDE SHOP DRAWING FOR RL=1/IEW. GOORi71NATE WITH TD T1 DETAILS FOR THE RE5PEGTlVE MATERIALS. Ii 4' THICK CONCRETE WALKWAY WITH A HEAVY AS REBATE RETARDED FINISH. CITY Rep tES NTATIVE. SCALE: SAMPLE SHALL � PROVIDED BY CONTRACTOR AND PER CITY ATIVE, � ID' WIDE X b` HIGH SLIDING IRON GATE TO MATCH FENCE, PROVIDE � �'""'1 0''V' 8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED YVORK. PRIOR TO INSTALLATION. CONTRACTOR SHALL POUR SLAB TO BE FLUSH WITH THE TOP OF SHOE' DRAWING FOR RI=VIEW- G04RD1NA'l� W1T�1 GI77 zft ALL BRAGINS, TEMPORARY 5lJPPOIZTS, SHORINS, MASONRY, ETC. IS THE MOWGURB AT BASE OF IRON FENCING WHILE SLOPING AT MIN. OF 1515 TOWAW EXISTING REPR DATE: TOLE B SITE 5ISILITY OF THE GONTRAGTOR 0 DOES NATiI N VISITS TO �Bg AND RETAINING WALLS AT THE EXISTING SKATEPARK• CONTRACTOR SHALL DESIGN SLAB 3q EXISTING RETAINING WALLS AND b' CURBS AT THE PERIMETER OF �� •1�•� THE JOB SITE BY THE LANDSCAPE ARCHITECT DOES NOT INCLUDE INSPECTION OF CONSTRUCTION 1�rD5 AND SAFETY CONDITIONS AT THE TO ENSURE THAT THERE ARE NO EXPOSED FOOTINGS, FROM EXISTING MOWGURB AT IRON FENCING EXI5ITNG SKATEI�ARIC, PROTECT IN PLACE. DRAWN BY: YVORKSIT'E. THEM VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND � EXISTING DRINKING FOUNTAIN, PROTECT IN PLACE. AGH DETAILED I SPEGTION5. RETAINING WALL AND DRINKING FOUNTAIN. FIELD VERIFY WITH CITY REPRESENTATIVE THE VARYING q. GLEAN-LJP SHALL. TAKE PLACE ON A DAILY BASIS. GRAVES � FOO'Y M ELEVATIONS OF EXI5TINS GONDITIOW PRIOR TO INSTALLATION OF CONCRETE SLABS. 51 EXISTING TURF, FROTEGT IN PL.AGE. PROJECT No: 00-107 10. REFER TO SPECIFICATIONS FOR ANY ADDITIONAL INFORI''tATION. !2 PERIMETER FOOTING, REFER TO DETAIL V, SHEET 00-1. G A5 5G SAW�x.UT JOINT TO BE SAhK,U'T5 1/8' � EXISTING CONCRETE SLAB, PROTECT 1N PLACE, UNLESS OTIaERW15E LINES CALLED ) TRANSITION RAMP TO DETAIL 'E' SWEET CD-I. NOTED. SHEET NO. I 1• ALL ! I3 TRANSI ON , WIDE X 1 1I28 DEEP'. EXI5TINS SPLIT FADE BLOCK PILASTER, PROTECT IN PLACE• 12. ALL REAR CROSSING SHALL IX TIED. 14 FLAT RAMP, REFER TO DETAIL 'F', SHEET GD-I. IS STEEL. EDGING, REFER, TO DETAIL 'J', SHEET CD-1. 34 '�, TO PLANTING PLAN. 15. SHOTGRIETE SHALL BE USED FOR ALL RAMP INSTALLATION. O 55 EXISTING 6' HIGH IRON FENCING SHALL BE REMOVED. REFER TO c 1 01 ALL OTHER CONCRETE WORK SHALL HE POURED. Ib STEEL GOPINE3, REFER TO DETAIL 'I', SHEET GD-I. DEMOLITION FLAN FOR NfC)RE INFORMATION. 14. CAULK ALL JOINTS WIDER THAN t/Ib". SEE SPECS. FOR � REFRIGERATED Y'I+°�-L MOUNTED DRINKING FOUNTAIN, COORDINATE of WITH ARCHITECTURE PLANS AND CITY OF PALM DESERT GAULKING PRODUCTS. � REF, R NTATIVE. CONTRACTOR SHALL 5AW CUT AND REMOVE EXISTING CONCRETE SLAB. RADIUS POINT FOR DRAG FORM #4 DOWELS 0 W' O.G. BENT NOS' INFORMATION ONLY. ALL DRAG INTO PAVING MIN. 2411 LONG I. INSTALL I" CHAMFER FOR ALL CONCRETE L GD-I FORMS TO BE APPROVED PRIOR VERTICAL EDGES p RADIUS POINT FOR TO CONSTRUCTION USE. 12" q 2. REFER TO CONST. LAYOUT PLAN- PERIMETER FOOTING *4 DWLS X 16* LONG • STEEL COPING - I GD-I �� SLAB FOR LOCATION VARIES GD-I DRAG FORM O 18" O.G. GREASE VARIES TYP. GD-I 24„ M INFORMATION ONLY ONE ENp-rn,, GONG. SEATWALL P"TEEL. IW WIDE X 1 1/21, DEEP �.. TROWEL FINISH TOP. SPEED DOWEL 5AWGUT5. REFER TO PLAN ' COW. (I) *4 119:6SPEED DO JSTEEL EDGE ON ALL SIDE • 2411 O.G. b RADI TYP. FOR LOCATIONS. SHOTGRET'E BOWL , *4 Ir � �r; ° GD-) 800-821-385q U5- REBAR TO BE SUPPORTED 1 A O n d I. H � �.a- a.I BY ADOBE BLOCK AND �► I O ( SHOTGRE I -TYP. b' ;t -�as - TIED AT ALL INTERSECTIONS Q i 4 ° M 0 0 0 0 0 4" THK. CLAW I I A.B. • a 7C b / '. - v► 0 �oto EXPANSION .JOINTS � � - � � OP n =1 11=1 11=1 �� a — I• a j _ d ~ 6 o I :III=1 I I=1 I I=1_I 1=1 I I-1 11=1 11=1 I ICI 11=1 I I I - 955�, COMPACTED SUB6RADE s �, �--••a.. I - 1�1 I IT -III I I- =1!1=1 I i=1 11=1 11=1 I I III I I I I I=I i i=1 I \ y / q5% COMPACTED - �' d l I °. I I >� -1 1=1 -,i i l i CONT. (1)-#4 T � B. p it !I E 111 � �� 111 Ili ��s � 5 2 HlFH BLOCK VARI E5 j/ SUBI R DE :I I °,) I• .I 0. a CONT. (0-1 0 T d S. - • �� -��I(I GONT. (2)-#4 " GONT. (?.) *4 *4'5 ® 15" O.G. EACH WAY r• ® T # B i I- " - *4 REBAR ® IS O.G. BOTH �• /+/- 2� -1 I d di L _ *4 TIES A 8 O.G. ALIGN CENTERED " ----------- -'� #4`5 o 16" O.C. - Arlc15% COMPACTED WAYS. AL16NED CENTERED. 6" VIA. CATCH BASIN W/BRA55 6RATE s--�_--_-'_ -• �. I EACH WAY IN 'I I-Ill=1 I i=1 I I=1 =1 I I-III=1 - HORIZ. • b" O.G. E.F. 1 !I „l lI hI f= 81JB6RADE-TYP. MANUF BY N.D.S. I I I I=1 I -I[ { G CENTER OF SLAB 1, 8„ ' 8" 8" G MODEL #101 4 91q PB OR EQUAL = - =�till= In 1 1III= - = 1= SPEED DOyL TOE GONNEGT{01+1 •TYP• 4" THK. ELT EXPANSION JTS. n GD-I • 24" O.G. GD-I TO CONNECTION-Ti W/ GAULKIN6 OVER. TYPICAL 4 THK. CLASS 11 A.B. qOq 605-1517 FOR SLAS/WALL CONNECT{ONS. P BOWL � K BENCH W/ EDGING m F FLAT RAMP ws A 41 CONCRETE PAVING ws REVISIONS NOTE NOTE: #4 SMOOTH ALL #4 16" O. VERT. REFER TO PLAN FOR EXP. JT. LOCATION. AT Ib O.C.-TYP. WELD JT'S ALL LINES NOT NOTED AS EXP. JT. TO BE 4'-0" 4'-O" " 2. REFER TO GRADING 3" X 2" TUBULAR 6ALV. STEEL 6" CONCRETE CURB WITH 1/4" WIDE x I" DEEP SAWGUT5. 2 SQ. X 3/Ib SQUARE STEEL CONCRETE PAVING OR PLAN FOR HE16t+T A I" RADIUS WOES- TYP. 4411 Jill. TUBE TOP BOTTOM RAIL - FINISH 6RADE- SEE CONCRETE SLAB-SEE PLAN - '- VARIES GD-! 3" L16HT BROOM 1/21, RADIUS - TYP. PLANS FOR LOCATIONS. #4 REBAR HORIZ. CONT. FINISH 5/4" TUBULAR STEEL PICKETS '� STEEL TUBE 6AURD RAIL +6" +61i TOP AND B0T'TOM- T'ri I6 &A. -TYP. VARIES - 6ALVANIZEO-TYP. SEE ELEV. I" DEEP x I/4" WIDE 2" 5Q. X 3/I6" SQUARE FS S = 4" THK. CLASS 11 A.B. 1/4" SAWGUT STEEL TUBE P05T RAIL 7YP. PRECISION CONCRETE RETAINING _ 3/4" RADIUS _ ci) I BY ORCO OR EQUAL III .Il III I-III=1{I=!I I=111=1 r I=1 I _ I=1 !=1 I-III '!I �r I I I _ d) I n 1/4" lit `9 3" D I A. X 18" DEEP HOLE W GD- -COLOR TO TAN, PROVIDE 1= .'D'• - I- -f I�I I I �. I 1 i I- I I � m FILL W/ EPDXY GROUT SAMPLE. 1=� 1 I I III I II I1=1 I I I IE ICI 1_ I I .1 a FINISH SURFACE AT ) '�=1 11- 1 i" ill=III=1 I I =1�' y _ - — 11 11 11 H 11 If 11 11 11 11 If 11 111 V11 if 11 PERIMETER PATHS. 1 -111=1 q5% COMPACTED 51 -GRADE •fl — 4 - 4 ♦ . . z _ - A 11 1 TYP. 4" Ti CLASS 11 A.B. - a — _� :a•a a• d GD-1 CONCRETE FOOTING-TYP. _ 1"� - - �" _ PRECISION GONG. RETAINING 4 GONG. SLAB — _ SGTIO • B BY ORGO OR EQUAL = .�' .' 1�1.- - - GD- -COLOR TO TAN, PROVIDE GONG. FOOTING o Q O O 00000 =I 1 I-- —II II — SAMPLE. 211 -III=) I I o 0`�0�0�o o�T'o o`er' �_1 =1 �--I ( i I I=I I I=� I u., 77/ NOTES: n , — 1. 6R1ND SMOOTH ALL WELD ill+ P. o `=I - -� I=I —� 1/4" THICK FELT " -� I ) f,� n I I=f I I=III. . III=1 I I III= EXPANSION JOINT S UNTREATED BASE - Ti 18n VARIES 2. SUBMIT SHOP DRAWINGS PRIOR TO b" EQ. EQ. b" o 0 I I FABR GAT ON FOR APPROVAL. oll 3. APPLY 2 GOATS RUST PRIMER VARIES 5 AND 2 COATS ENAMEL PAINT SEE SHEET GL-X 8" CONCRETE SLAB COMPACTED -COLOR TO BE SELECTED �A SUBTRADE 010% Q W � B b CONCRETE PAVING Q GUARDRAIL � L FIAT RAIL G b" CONCRETE CURB � Z TRANS 1 T I ON AMP d A R RAD I U5 SG��DU1...� GOt`1G. PAYING r NM I. COMRAGTOR TO USE SHOT- GONGRETE RAMP / FACE OF MTE Kit ALL RALP AREAS 001iii I E / EDGE OF SLAB 2 W:r& TO ORAOING PLAN FM SPEED DO �� ( C#�T Rl""�D I US LENOTH #'F BAR * ta,' O:G hIEIGHT5 b H.I:VAT{ON5 WEL K BENCH YV/5TE-S. EDGE ON ALL SIDE bo7H WAYS CONf.RETE PAVI 800-82 385q KALL � BLOCK RETAINING co-t RAT RAW � 210TOEM �' 2 FOOT DROP (O'(7'� �j�..I '� 3=10" 3'-0' 3-1D' ® T B. PERIMETER FOOTING T RAMP 10 • cal 5 FOOT DROP'' 7'—b"to V • 4 FOOT DROP 7 6 '7 I �F d �. ice_ GOT Dfi�Ofi' _ — d a a �• - „ Q . : _ _1+t I � N• Q•• I � ! , • '• OG o 0 0 •. _ o t-1 I I-"-i I I—I I I )I I—i 1�I —. � 1=1 •� - '' .• .' . r-LVS (� �� v i i — : a o e a o — 6 FOOT DROP' S -6 8 -7 � � � 4 TrK CI4JSF W AGGRtGA I E a�I 1=1!II I =1 1=1 �I 11. I I—►I I I I—I I - +, , . ` t W195x CAfACTIa+I '- —�� -1 I�I I - - � ••�• -• • � ___ __ • — — — I-fl! -•.;-:.: ....... : 111— � =1 (ICI' , :.• :• ... - -I 9% C4WA 1W 51.E-GRADE -'i Ito. • I —III— #4 THK. GLASS I I A.B. I I—I I 1=1 I!=i 11=��' L 4" THC CRU51"fD AGGiGATE I'�A� ,,,+ 411 8n W 4' T>aK. cR1HED A ALL RADIUS FOR RAMPS SHALL BE CONSTRUCTED c TYP. Ac56RE6ATE BASE. TOE GONNEGTIO N I TH DRAC EORM5 TO BE APPR0I�D BY G I TY GaN T TOE COPAEGTIflN 5UB0'00 " SIDE SECTION REPRESENTATII/E AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION USE. BENCH W STEEL EDGE ON ALL SIDE M RAMP SCHEDULE H PYRAMID C TOE CONNECTION �sr,� �pF..• &?TH WAYS I8" O.G. ;�' Y = NOTE: TOP OF BENCH/BOWL 'y p GD- LAT RAMP I. INSTALL I" CHAMFER FOR ALL METER FOOTEN6 TO OGGUR VERTICAL CORNER ED6E5 2" VIA. SCH. 40 GALVANIZED 2. REFER TO GONST. LAYOUT PLAN D PIPE. RETURN ENDS INTO AT ALL.CONCRETE CONNECTIONS * }ems * FOR LOCATION CID- PERIMETER FOOTING 3/8" CONCRETE AT qO DEGREES AND ED6E5. � G" OR 1/411 W1TH 5" RADIUS AT BOTH ENDS GONG. SLAB- _ f �Ffl 4' TW. GR1I5HED I I; :' GD-1 STEEL COPING " n .J n Q RAMPS SEE PLAN FOR LOCATION of A66RE6ATE BASE. - - 3/8 X4 LONG BOLTS SPEED DOWEL -I VARIES 11 ••11 � I.. ®24 O.C. „ WELDED TO PIPE AT - -'��- •- �� GONG. WALL FOOTING � ''- _ I=r 24 M „ GONG. SEATWALL W/5TEEL 4 e , 12 O.G.- TIE TO REBAR 800-821-3854 TROWEL FINISH TOP. • CONCRETE BOWL q5 GO TED b GOLD JT.-TYP. TOE CONNECTION TM GONINEGTION `t I'-'---- 4 2" DIA. SCH. 40 GALVANIZED STEEL CONT. (I)-#4 ® T B D- ~ p�� 1• •� SECTION AT MID AREA qI�D END OF BENCH DEGREES F.6. SECTION A - 0 4 I _ Ly _ - d' • ( R31, I „ WITH 3" RADIUS AT BOTH ENDS ° a . a i ° _ -4... _ _ _ _ a _ _ .... _ _ _ ,... _ _ ... _ I I —_ — 11 . . ® RAMPS. '�' r ° .d FINISH GRADE a a 4 _ NOTE: 4 GLR. d. I GAP ALL ENDS OF STEEL - 0 0 0 o o o a I I d o 0 o a o 14 - _ PIPE FLUSH TO CONCRETE `t � ',� � C o -III=1I1= N CL. 1. GONTRAGTOR TO USE SHOT- -._... !• 'I' _- ALL BENCH AND LEDGES _ �( � n1— 4Q t ," ,}� ^`_� ° ,i - III J j 1-1 I I W GRETE FOR ALL RAMP AREAS -'f ' I ° I�I I I=1 I I d 4 + a a -� -III—I 11=a 11=1 I I-1 I i— 11=1 1 i1=1 I I—I a a —f I I—III W uj 2. RER TO GRADING PLAN FOR I i I-1 14� a q. �t i I =_ Q a ' ° °a'I —I 11=i I f- a. a _ �. -111--III-1 I I-111—I I I=1 I = =1 11 I 1= III 11 III— I ICI 1 i-1 11=1 I ICI I I-1 11=1 L�,� Q III-1I1-III,iI1--IIIT;III=�,. — 1�i i�1 — ,t —III I•EI6HT5 4 ELEVATIONS � -I I -�I I - - . _ a ,I • III- d GONGRBTE BENCH 1 �— , I I_ I i I--I i —I I I I ,, III—III,_i I I—I I IT ,III,;,III_ � 3. ALL STEEP TD BE HOT-DIP I I I ' !1=1 GALVANIZED. I I 41 -s-- I I; #4 TIES ! 8 O.G. a 4 4 ° 4 A � bit 'A 4" THK. GL065 11 A.B. . 1p-T'YP. '�■ �— Q E-- - HORIZ. ® 6" O.C. E.F. q5% COMPACTED J L~ c $t1 L SEGTIONIELEVATION AT ENDS SECTION AT ENDS 5U�;RApE Q W � W TYP � W W W R FUNBOX WITH LEDGE N BENCH W/ COPING I STEEL COPING D PERIMETER FOOTIN � "- Io z o 0 z m z b" 3i.•6" li STD. qOo HOOKS RADito 0 j GONG. Li K 211X3/I6" 6ALV. SQUARE TUBE 5F'ED DO FORM INUS FORMATION ION INT FOR ONNLGY � W CONT. ON ALL SIDE OF BENCH/WALL o24" O.G. u cn a. W LT.>St W 5T 90q-605-151'T CONT. (1)-*4 W/LT. SANG eLI+ST P'Itil:� I 11 0 I/2"X3" LONG BOLTS hELDED ® 12 O.C.ON At.L SIDEa '° �'• TIE OR WELD 11TO REBAR. b 1, RADIUS z STD.RAW t1iGONG.PAYIND HOOK, TYP. T 4 B. r 2 WELDED JOINTS TO BE 6ROUND CONT. -#4 SMOOTH GO • (2) • ' '' GONGRE I SLAB STlsl..ez 01"TYP. '� '� d •• T F SCALE: ON hK� S7Q°S0. - ,. — --�". .. �, � . . a �-,.--' N.T.S. a GONG. PAVIN9 r d _ I~' •SPJW�i�Oiro. �a AAL REBAR- TYP. j �,�, f _ '� DATE: Alir } bit o ,s� � l _— 01 .19.01 i P i 4" Ti GLASS I I A.S. DRAWN BY: . ,,.- GONG.i•OO'T'IN6� I a a NOTE: _ • :.p..: A.G.H. DTI Li J v 1. ALL FABRICATED METALS n PROJECT NO: MONT TION A - = 1 240 0.4. I TO BE 6ALVANIZED AFTER � �� 4 • I�T LA44 Tli�.T OV SIZE SIZE FABRICATION. _ — � 00 �1 ,I;wm iw cAuxlNs avert SECTION A-A VARIES VARIES a I -I [ Ill ,� =1 q5% COMPACTED w-1 v7 SUBMITP 1, i, #415 a 16" O.G. EACH OPTIONd • a I ° It �• PRIOR 8 8 WAY AL16N CENTERED SHEET NO. I ONE PIECE OPTION 2• TV CIO PIECE AGE I AND INSTALLATION FOR I APPROVAL. TOE CONNECTION-TYP. CD= l S BLOCK STEPS WITH SLOPE LEDGE 0 TYPICAL TIE DETAIL � � STEEL EDGING � E TRANSITIONDAMP � a� 5AWGUT L I NE (5AWGUT A EX 15T I NG GONG. FOR COUNTER). #4 REBAR • 6" O.G. BOTH WAYS GONG. FOOTING VARIES • GONG. COUNTER TOP W/ GONG. PAD W/ STEEL COOD #4 REf5AR 0 8 O.G. SMOOTH TROWEL FIN 15K -lot12 TROWEL FINISH TOP. ;ban #4 RE AR 0 16of O.G. 2- 1 p" I fee D INTO 6LOGK PILASTER STEEL GOP I � WALL _ F — — —1 - — — a ° con 24I� " ORCO �LOGK. 5PL I T , . — — — — . — — a o PERIMETER FACE ON OUTS I DE AND r'. _ a y+` ' • O POOTI N. TYP. !� _ I — f d a #4 RE AR VERT. 16" O.C. N PREC 151 ON OF I N5 I DE. — — — — — — — — — — — — — •a. =�I IT 1 I I—I III—I I hI I 1=1 I I a d .Q I I—I d4 d 4 —I I— c. • W -- �— —r— i I i I �— — -I 1I- - — -- - - - - - - - - - - - - - — '-III-III �. -1 -III • •'_._:. QII,III—' ' r•..,� � . . fir I I I I —� � . � - ___ . I ' .d . • III-III,;I I I I I I I I I I I I :.:� N 11111 I J 11 1—I — .... - - — -- - -�-- - I- --I- - -I- - _-4- - _4 I _ ° :III: I—I ° " o 0 o a o 0 0 o n A 1-1 ! I ! I I I I I = I=1 ! �_ �°I -1 I #4 TIES ® 6 O.C. NEW GONG. PAVING I= I i-1 I I—I I— #4 HORIZ. ® 4 O.G. E.F. a„ NOTE, - + #4 RMAR 0 8 O.G. I -III—III i I III—I I !—III—I I !—! I GROUT 50L I D ALL 41 . E5END INTO f5LOCK 6LOCK WALL 8' 6" #4 DOWEL Ca 24" O.G. P I LA5TER5 I f #4 REf5AR 0 16" O.G.WALL- ! I 4" THIS. CLASS I I A.B. SECTION A--A a 6END INTO f5LOCK 415% COMPACTED 5UBCRADE WALL L— � 5PL I T FACE COLUMN FLOCK A MANUAL PAD Nrs REVISIONS COLOR- COLOR TO MATCH EX. 5AWGUT LINE (5AWGUT rAN"\ 3/4" RAD. 6LOGK WALL. E5Y ORGO - TYP. EX 15T I NG GONG. FOR COUNTER). ©- NEW GONG. PAV i NG CONCRETE GAP W/ SMOOTH COLOR TO MATCH EX 15T I NG. 6" TYP. TROWEL F I N 15H. PLAN -fi---� 8" GONG. BLOCK kV #4 1/ERT. VERTICAL REBAR, TYP. D 0 52" O.G. AT GTR. OF WALL, " PERIMETER Gp_ 1-" HORIZ. AT TOP, MID. HT. 4 -O FOOTINGS HOTT. &ROUT SOLID. TAN COLOR GONG. COUNTER TOP W/ �' =WATER PROOFING NEW GONG. 2 •��::.' ..'- '.: . �� —_ SLAB #4 REAR 16 O.G. SMOOTH TROWEL F I N i SH. _ _ ' •____ _ ' -1 I I I-I' THERMOSEAL 2 COATS. 4 f5AR VERT. AT GORNER5 E5END INTO E5LOCK — I!=1 11- WALL v —A - - #4 VERT. DWLS m 52" O.G. #4 E5AR HOR I Z. CONT. AT - - I - EX. GONG. „ - -�-=�- DYVLS TO ND TO .: , 1 .,. 15 G. ORGO DLOCK. 5PL I T 2° - a i ° f I m o o i & ADE FACE oN OUTSIDE AND 2„ ��.. #4 REf5AR 1p 8II O.G. 1 �- vERT 4" 171A. PERF. DRAIN .:f PREG 1510N OF INSIDE. dp SEND INTO �3LOGK j ; � o PIPE IN I C.U. FT. • _ cv WALL OF ROCK/FT. 952 CONPACTEDTin- SUI50RADE. EXTEND HORIZONTAL RE5AR ry o 0 0 °oho I/4" THK. FELT EXPANSION I�-1•I I • I.I�i—III-1 I•I `�`� JOINTS W/ CAULKING OVER. „ , „ CONCRETE FOOTING 3,_b„ 5Q. - � ` • ..,r 4-., —.—.-r'— .-�.•. �::*•_. .-� :.. . — 1'ROVIDE DONIELS TYPICAL FOR 5LAB/WALL 9 2 9ji, TYP. FoR PILASTERS. ., CONNECTIONS. : -; i °' �•::ems•• .l�, . •• .-°.,. .�' .:. - - Q O - 'I�!11=!I I=1 • „ CORNERS INTERSECTION5 ENDS -ry —IIII — A #4 DOWEL 0 24 O.G. •,� . • „ . -„ A _ —1 I I� . -•--•--- . �� . 12�� LONG DOWEL. S � 8 NEW GONG. PAV 1 NG - ' � , 44 DOWEL 0 24 O.G. COLO TO MATCH #4 DOWEL 0 24 O.G. TYF'I GAL RE I NFORO I NC AT FOOT I NC AND 5-#5 CONT. SE�GT ION b-'b �� EX15T INC. �! g t 2 LONG DOWEL. S�GT ION G-G t 2 LONG DOWEL, WALL. CORNERS AND INTERSECTIONS 2,�„ Q HrsDETAILws B RETAINING WALL ws E CHECK-IN COUNTER D TYPICAL REINFORCING z a MOTE: CONTRACTOR SHALL PROVIDE w A SHOP DRAWING FOR APPROVAL TO THE GIN OF PALM DESERT AGGE551E3L.E POURED IN GOUNTirR TOP REPRESENTATIVE POR APPROVAL. WITH SMOOTH TROWEcL FINISH EXISTING CONCRETE TO BE SAW GUT AND REMOVED 2" r o. X 5/16" VERTS. 16"Xib"CONGRLTE BLOCK ® 6' O.G. MAX. PILASTERS tab' Hie" I 12, WITH 2" THICK POURED IN PLACE CONCRETE GAP. Z II 54" HIGH STAINILESS STEM SOLID GORE DOOR - ,`y g I n PAINTED To MATCH E:XISTiN6 PHVCIN6 WITH �Q 2-#5 GONT. 2"#5 CONT. APPROVW L.OGIN6 DEVICE ON THE INSIDE. CONTRACTOR SHALL COORDINATE WITH GITY 1O'-D" REPRE:SE:NTATIVE. LEAVE CELL UNt55ROUTED iv b" WIVE SPLIT PACE CONCRETE AT HANDRAIL VERTS. BLOCK WALL ON OUTSIDE AND GROUT SOLID AFTER PlWe,COLOR.ON TO MA°cHK E�xI51STN11E3. HANDRAIL 15 INSTALLED. 4' 52" HIGH WITH 2" THICK POURED IN PLACE: G::*4f TE GAP. `` Ib MOTE: 5" VIA. CAN FORM 16, REFER TO DETAIL D POR ROK SOLID SHEET DT-2 FOR C7UARDRAIL AFTER HANDRAIL L DETAIL. 15 INSTALLED. 2 3O"HIGH X 24" DEEP X 560 WIDE r, 5TAiNIf.E56 STEEL STORAGE GABINIET5 BLOCK WALL CONCRETE WALL z 14 6AME: THICK STAINLESS STES.. cn MANLIPACTURE D BY: APW S TAL PHONE: ai0"1. 849.I50I F CHECK IN COUNTER/ PLAN VIEW ws C RAIL TO WALL CONNECTION � 2 - STAINLESS STEEL. GABINET5 50" HIGH X 24" DEEP X 56" HIM 14 6AUfE THICK STAINLESS STEEL MANUFAG� B'I': " APW .�1 I�E 1 AL R�Fi, 2 THICK POURED IN PLACE aOq.C41.1501 �q l DATZ CCM11ft � AWNTER CONTRACTOR SHALL PROVIDE rF °' c �1F° 2" THICK POURED IN PLACE SHOP DRAWINGS TO GIN OF C.ONGRETE GAP .•: : PALM DESERT FOR APPROVAL ; r 16"X8'XI6" SPLIT FADE BLOCK COLUMN - MEDIUM 1 ISW GOLORU TO MATCH EXISTING GOL.UNNS BY: AN6ELW BLOCK CO. Ly 4" GONGRETIr SEAS QL :ti.• .... . .: . . . .. .. . ... ... . W GONGRMTE FOOTIN63us µ W cn ry cl W W LS' W W W G FRO NT VIEW OF CHECK IN COUNTER ws � o Z o O Z r l •j W Q GADIN:T TO PIT UNPORMAT14 PCLIW IN PLACE U L.i. co QM CONGRLTB GAJNTlR TOP 2 - STAINLESS STET. STORAGE CABINET'S WITH CITY APPROVED LOCKINO DEVICE F 50' HIh.H X 24" C�4°P x.56" WIVE W 14 Gl�I W THICK STAIN IIM STEEL NEMA 5R RAT W MARrACTURED BY, SCALE: A11%SFLETN4?TAL. N.T.S. ,c•I�,,.IxI CONTRACTOR GHAL.L. P UM= DATE: SHOP 3jgg6%dW PALMGI OF APP�R AL 01 .19.01 STAIAM. 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MODEL DESCRIPTION r1loo z C/) LLJ LU LLj 9 HUNTER 1-25-AD5-4 ADIWTABLE POP-W 4.77 60 421 & RAINBIRD SAME AS REMOTE CONTROL VALVE KTH ALL — z 0 a ORA95) EXISTING, EXISTING, 2* MAINLINE I — ! * RAINBIRD 1604-SAM-PRS-15r- 1 Fmc�ow SOLENOID(SIZE PER, PLAN _ — ___ __ - . " Z () 2 560 POP-UP 3.0 20 12' ___ - ME NISCO T-115 : - - . mi .j � - 00-41110 BRONZE GATE VALVE K" SCREW-IN BONNET P.V.G. I SCH. 40 NON-PPRESSURE LATERAL LINE WITH SOH. 40 (D 5; i 0 RAINE)IRD i 1604-SAM-PRS-ISTG 270 Pop-UP 225 20 121 (SIZE PER MAINLINE LINE SIZE) Lu — I I • i -- FITTIN05, THREADED FITTINGS' SHALL W IRRIGATION NOTES: an () I �� RAINBIRD 18404-SAM-PRS-1511 160 *O.r GIUICK C4XftM VALVE WITH YELLOW SCAH. W (SIZE PER PLjW . Pop-Ap Is 20 12' � I RAINSIRD 4NP ACME I. THE IRRIGATION PLAN is DIAGRAMMATIC. ALL PIPE,VALVESI, ETC, S. MAINLINE PIPING, fteam LOCK GOYM SHOWN WITHIN PAVED AREA5 ARE FOR PLAN CLARIFICATION ONLY AND BETWEEN THE POINT OF CAX4NECTION, jw�R AND (�) I RAINBIRV 1604-SAM-PRS-150 qo POID-UP :m 20 129 ' . . I SHALL BE INSTALLED WITHIN PLANTING, AREAS WHEREVER pOSsIBLE. 5AC,KFLOK PREV151TER, TO BE OF MATERIAL AS REWIRED.By I 1_ - GOVERNING, KATER, DISTRICT. z - - ____ . - = = P.V.G. 5014. 40 51 !EVE r-OR NON-PRESSURE LATERAL LINE 2- 00 NOT WILLFULLY IN5TALL THE IRRIGATION SYSTEM AS INDIC . I uj— - - I EXISTING, 'ATED ON _j I IRRJTROL Mc.-IS, PLUS REMOTE STATION CONTROL.LER (TWO X THE DIA. OF PIPE) THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN 6. FINAL LOCATION Or THE AuTomA-ne, C-ONTROLLOR ENCLOSU112M AND THE 0 . . -* RAINBIRD 1bO4-5AM1PR5s1_'d-- 560 POP-UP 2.10 20 10 . - , OBSTIqXTION5 OR GRADE DI EWES EXIST AND SHOULD BE BACXFLOK PREVENTION oevIcE SHALL BE APPROVED BY THE - 5ROL6HT TO TM ATTEWnON OF THE AGENCyo5 EW-Y'5 REPRESEKTATIVM AND/OR LANc*CApE Ajar . - I . . EVENT THAT THIS NOTIFICATION is NOT REPRESENTATIVE. IN THE APPLICABLE. .,HjTrZT, WHERE SCALE: � Q "NBIRV 160+-f��15?H 160 POP-UP 1.05 20 10 = = - P.V.ro. I 5C44. 40 SLEEVE fVK PRESS IRE MAINLINE MUST ASSUME FULL REapaNsi PERFORMED, THE CONTRACTOR 1 If- I - . - . BILITY POIlt REV1510M NECESSARY. 1. IN ADDITION To THE SLEEVES. SHOWN ON THE FLAK THE IRRIGATION 10 - . , (TWO X THE PIA. OF PIPE) - .i Q RAINSIRD 1604-SAM-PRS-120 " - - - S. SYSTEM DESIGN 15 C4WrRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF o poP4Lp 35 20 10' BASED ON MINIMUM OFTRATINS PRessuRe SHOWN AT AJMITIONAL SLEEVE5 OF sumvENT sak mmm THE ALL PAVED DATE: EACH POINT OF CONNECTION WITH MAXIMUM eppiq DEMAND SFEr - ,jf:jEZ;. AREA5 PRIOR TO PAVINro UPON DIRECTION AND ApIvp THE IRRIGATION CONTRACTOR SHALL VER11my ALL pR ,OVAL OF THE .MSURM ON SITE 0 RAINSIRD 1404 - EIUBBLEIlt - - 1.0 20 - = — = P.Y.C. SC44. 40 C40NTROLLER KRE C424OUIT z — 01 . 19.01 I ' PRIOR To c,oNsTRUr,--nOK NOTIrmy THE Ae&4Cy,q fqZpRESENTATIVE Of= AsENCY05 REPRrSEmTATivm, ir Rmmumw To opkRAir: sy5TEm. L ANY DISCREPANCIES. & IRRIGATION C,014TRAcTopt SHALL FLUSH ALL LINES AND ADJMT ALL DRAWN BY: S-411--de 1 4. IT 15 THE RMDPON51BILITY OF THE IRRIGATION CONTp,W,ToR To HEADS I'M MAXIMUM PERFORMANCE AND To PREVENT OVER SPRAY AGH �� xxx FAMILIARIZE HIM5mxuc WITH ALL ep,&Ze IpI -L -M." 'VALVE SECLENCE . ENCES, a4mm, ONTO KALK5, 5TREM, AND BUILDiNS5. THIS SHALL INCLUDE SELECTING, PROJECT NO: EXIST. IRRIGATION W.AID TO IM REMOVEDAALVA6WAND ROURNED TO CITY F'%%.f-r%d..&.�N I ATIVE. . REMOTE LOCATION OF WALLS, RETAINING WALLS, CURBS, err, f-e SHALL THE EMT NOZZLE RADIUS TO FIT UNUSUAL SITE C41NDITIONS, AT No . . ,TOR AND ! I orm REMOTE OONTRC11L VALVE SIZE -CONTROL 00ORI2INATE ALL HIS WORK WITH THE GENERAL CONTRACTOR EXTRA COST To THE Acav,y. CALL THE LANCSCApe ARCMITWT ,46 00-107 . It OTHER OJO-CONTRAOTORS FOR THE LOCATION or- PIPE suw,ms HOURS IN ADVANCE FOR, ANY COVERA&Z TESTS. �11 � OALLONS PER MINUTE VALVE THROUGH K*A-L5 AND FOOTINGS, UNDER, ROADS, PAVING AND 41. IRRIGATION C4fNTRAC,sroR SHALL ADjUST MAINLINE DEPTH AS REQUIRED SHEET NO. ! . . . STRUCTURES. TO ACt00I'#*IC10ATr= 5" MIN. C,LEARANor: Pwom Top OF QUICK CoLpLER I .. . . VALVE, SATE VALVE, AND REMOTE CONTROL VALVE TO BOTTOM Cr . . VALVE BOX LID. � . I = 1 i I I I . . �00 ' - I ti I I - r1i c7l 7 1 1 " - T & 1 .0 I 3 = " - "' - _:�� — I ' — ___-'-'-��_ ___ I� a 04 L5L4 -,��,.��, ______ , _ _ - "t _� T T I '___ - -__r- ::7_3k I I I 1 7, � - _'__' ' i I � ok'1 It., I I I 1< '.4. " /' F "I I '(/� . . . . t . - . . . _ j ___�- . . . i i - i ! . F ! i . . . F . i ! . . . r_ i I _1"--i I � I i . ! � , i v I ! I I � is I I 1 IL-I i H I i is I I -1 ' ! 'I I I i ! I I s,,, _il � i T I T i � i I ! I I f � 9 .1 A I I j i ! I OF . — . . . J I . I . . . . . . . I . . . . . . . . . . . . . . BRASS SWEEP ELL JUMBO PLASTIC REDUCED PRESSURE, VALVE BOX BAGKFLOw PREVENTER � V""= WITH TWO b" EXTENSIONS AND (INSTALL PER LOCAL un LOCKING COVER. REFER TO GODS F.S. LEGEND ' WYE STRAINER BRASS NIPPLE EXTENSION FINISH GRADE Q 04 HATER-PROOF j I � CONNECTIONS � a 5RA55 ELL LACK — —____ — : RED =i f►= JUMBO BOX COO MAIN LINE =1 I I C I=f I I_I I 1=1 I 1=1 = 1= _ BFZA55 5USHIN6/NIPPLE con 7_ WATER •.,. , �• w =1 I FLOW = EXTENSION -_ 5/4" PEA GRAVEL �' 5X. PIPE-DIA .• I.I.OXI PIPEJ. I. — �- =1 PVC, MAINLINE TO SYSTEMS I_I I I=1!I-I 11-1 I8"xls"xIb° coNG. THRUST HLOGKS i NOTES: MAINLINE FROM P.O.G. INLET I. ALL BRA55 PIPE BELOW FINSH CRAVE SHALL RELIEVE 2 WRAPS OF 20 MIL. TAPE F FLOW SENSOR A R.P. BACKFLOWDc%"e%r- ws REVISIONS NOTES: SOIL BACKFILL I. DRILL HOLES ON PANEL STAINLESS STEEL BOARD TO SUIT ENCLOSURE AUTOMATIC, CONTROLLER FINISH &RAVE 2. PROVIDE ONE !PADLOCK 4 TWO KEYS FOR EACH HINGE DOOR SAME SIDE ENCLOSURE AS CONTROLLER 5. BOLT ENCLOSURE TO LL R DOOR _— — GONG. PAD IN 4 PLACES (NOT SHOW =1 I I= •: �~:��.:��.:;�•�•:.::.'��,.. '�::•.,.-.: ( I (_� � �=I � �= Wr GAD. PL. I/2"X4" MOUNT CONTROLLER ENCLOSURE BOLTS, WASHERS, AND PER MANUF. RECOMMENDATIONS. n I=1 F1111�' HEX NUTS.1= I IOV AG EL.EGTRIGAL OUTLET -I�I={�1 •. .:•.�:.• : .; : : .�.� .�� . . I=14 I= NON-PRE55URE CONDUIT FOR IIO VOLT - - — a a =III--III _ .... . I=1 I (= LATERAL LINE PRESSURE PVC, MA INLINE , '24V DIRECT = - of I - HIRE wCONTROLLER WIRING- p TAPE ® IO' O.G. OJV 5" P.V.G. 410 LONG SWEEP ELL BUNDLE/TAPE WIRES ® 101 O.G. a • G TRENCHING DETAIL B CONTROLLER ENCLOS � U RE SIDEWALK, CURB, ETC,. POP-UP SPRAY MEAD - INSTALL 51DEWALK, CURB, ETC,. 4" OR b" ABOVE FIN15H GRADE FINSH GRADE 2" 0 4 ADJUST TO I" ABOVE FINISH GRADE ONCE TURF BECOMES _ ESTABL I SHED FINISH I I=1 I I=1 I I_I I GRADE — — — �c -1 11 I I 1==E o ' I-1 I I-I III 111-11 If �G GEAR DRIVEN ROTOR a f HEAD 5" IN PLANTING AREAS -III=1 11- PVC, 50H. bO NIPPLE- _ 1—1 l l- I—I I TB 4" MIN. LENGTH TRIPLE SWING JOINT III—III- - —III=1 �IIIIIIIIII=Ill IIIIIIII . TRIPLE 5WIN6 JOI NT PVC, 50H. 80NIPPLE PVC, LATERAL LINE ^—(LEN6TH AS REQUIRED) FITTING PVC, LATERAL LINE PVC, TXT STREET ELL „r PVC, LATERAL LINE FITTINS c H 4' OR 6' POP-UP HEAD C ROTOR HEAD ws r�r NOTES: I. ALL WIRES SHALL Be INSTALLED MR LOCAL CODE. PROVIDE 12" EXPANSION SAND BAGKFILL COILS ® EA. WIRE CONNECT. IN VALVE ca 501E BAGKFiLL I} BOX (10 WRAPS 1/2" VIA) � KfA''.;;Are. . PVC, MALE ADAPTER FINISH SURFACE ��q {�CATk PLASTIC VALVE BOX W/ (GONG. PAVING) 1/2" HINGED GREEN LOGKIN6 COVER. REFER TO SPECS. a a a a REMOTE CONTROL VALVE n 11=1 I PVC, SCH. bO NIPPLE - 1=1 11=1 I I S I I I I I = PVC, 5014. 40 sxT ELL _I=111 5/4" VIA. PEA 6RAVEL =III=III 1=I 11= —! I CU. FT. MIN. _ — - NON-PRESSURE 00 I= =1 I LATERAL IN SLEEVE � Lw & _ = PVC, SCH. 4o I —III=11 PRESSURE W a� e�oao? oaoo e� 0 1 1-1 MAINLINE IN SLEEVE PVC, SLIP FITTING ~ f w '� CONTROLLER WIRE -I I— =1 11= CONTROLLER WIRING- w — SLEEVE TAPE W1RE O.G. COMMON WIRE ...1 � � PVC, MAINLINE a � � Lu I REMOTEins w w w CONTROL VALVE D SLEEVE UNDER CONCRETE w a z o 0 .� z .� VJ Z _"SAND BAGKPILL C�C W C(� Q so-oil MIN. FINISH SURFACE OF TURF OR SHRUB AG PAVING PLANTING W At CJ VALVE EDGE of PAVING VALVE BOA( CURB/MOW STRIP e o o d'O " 8 o I it a �° U o SCALE: BOX ETC. ° ° 0 4� o o° o o`& �° o C GRAVEL BASE NTS s o -=1I I=1 . • . III=1 DATE: III-I I ! �...:.•::�:...::'.::.: �•....::: 01 . 19.01 =III=1 ( I (=I DRAWN BY: — = NON-PRE55URE J.S.K. I =1 I I=1 I O 11 1=1 LATERAL IN SLEEVE Ill PRE55UFPZ PVC, PROJECT NO: IIIWEE — — — = MAINLINE IN SLEEVE 00-107 —I I i—III=11 I— ! I=1 l i—Ill—I CONTROLLER WIRIN&- SLEEVE TAPE SHEET NO. a 10, O.G. ID= 1 i VALVE BOX LOCATION NM E SLE Hrs QE EVE UNDER A.Cs woof ran F Icon . i o... .,,o o_. o...._...o 0 0.--.. ,a . ..a, ._. 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I i i� i { � l j II I � �ti`.'--_``_ `,,. -•-y r I I -•..-_�y._,:,�1 F. ` w:"„_�. i f...»......, ...t F r � i ± •titi.,ti� 0.•r r { r 's „'•.."_.-_......-_.........-_.._S.-.'-'...,..:.... : • �a t �_: t i"' � i � I i � I t • f i �__� ..._..__3 i .'..F _ , t I r t t /.. r••_•-.__r1---;�-__".__--'^'r� vr'--_'_".+••�-•.; 'S•--,:s----°,'.•---4}---C -, .- '5---�:—FJ C - ♦ ��... rr/ i I I ' ,% I/ Y F W hWff Old CORK + i i �,ri�srAP SAN pQoQO QVE 2 O' sip' N N - Q z OC C PLANTING LEGEND: Q 0 PLANTING NOTES: o- _0 I. CIONTRAGTOR SHALL NOTIFY THE AeO40Y OF SITE CONDITIONS WHICH �""` J SYMBOL BOTANICAL hU41VIE COMMON NAME SPACING � P'RI=1/gNT INSTALLATION MR PLANS AND 5pE•:GIi�IGATtONS. Q W Q Q 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND REINSTALLING Ly oL ACACIA ANUERIA MULCA 2O' O.G. MIDI. 24" $0X IRRIGATION SAUIPMENT, AND REPLANTINS AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS, Q STANDARDS W S. IRRIGATION sYSTIS~r SHALL � INSTA LLED PRIOR TO PLANT MATERIALS. '- (f� 4. TREES AND SHRUBS SHALL BE PLANTED AFTER GONCRETI PLACEMENT, c.. C IJSRA PA VIFLORA AUST LIAN WILLOY+1 22' O.G. MIN. 24" BOX W' NOT e� IRRIGATION COVERASE TEST HAS BEEN APPROVED. ca C!) -}- (SEE 5PEGII=IGATIONS). W W [W� W STANDARDS S. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. � z v b. SHREDDED MULCH INSTALLATIONS INSTALL SHRIS'3D= MULCH IN ALL Z U S PRO50P I S GH I LEN5I S CHI LEAN MESOU I T5 55' O.0. MIN. 24 it BOX SHMS AN INDICATED PLANS AT A DEPTH OF 20 UNLESSOTHER ...1 .__I 5TANDARD5 '7. GONTRAC.TOR 15 RE5PON5IDLE FOR ALL REPAIRS AND/OR REPLACEMENT 'Q W (— < OF ANY D� AREAS BEYOND THE LIMIT OF MORI6, 01. co 0 Q. THAT 15 A DIRECT RESULT OF THE LANDSCAPE CON5TRUGTION AND/CAR GERG I D I UM X PAR-K I N50N I A DESERT MUSEUM PER PLAN 24" BOX HIS TOR, REPLACEMENT ITEMS SHALL BE Ex�T ° DUPLICATE OF ORIGINAL WORK ON PLANS, UNLESS SSE HYBRID PALO 1�RIDE MULTI-TRUNKED APF 42VW BY THE AGENCY AUTHORIZED REf"RE�,�NTATIVE. z 6. CLEANUP SHALL TAKE PLACE ON A DAILY BASIS UNL.E55 011-MNISE APPROVED BY THE AEENCYS REPRESENTATIVE. . ' .. BSRMUDA TII~WAY 11 SOD q. THE PLANTING PLANS ARE ONLY ACCURATE FOR PLANTINS LOCATION SCALE: AND QUANTITIES. THE C NTRAGTOR SHALL VERIFY ALL QUANTITIES BY u=1 O, • PLAN CHECK THE PLANTING LEGEND 15 ACCVRATE ONLY FOR PLANT . SIZE. IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR SHALL 'ram A04ST THE GXJANTITIES OF THE SMALLEST PLANT SIZE SPECIFIED IN THE DATE: LZOEND TO CONFORM WITH THE GUANTIT IES REQUIRED BY Tre PLAN. 0] . 19.01 DRAWN BY: AGH PROJECT NO: 00-107 SHEET NO. Pm 1 OF I I I I I I I I I I I I I I I f I 1 o ' I I I I NOTE: STAKE'S SHALL BE PLACED SO THAT PREVAILING WINDS MOVE TREE BETWEEN STAKES. I I I i i ALL TRIMSE SHALL BE DOUBLE STAKED I I PREVAILIN& AIND0 REVISIONS ; I 2" LODGE POLE PINE STAKE OR APPROVED EQUAL I -- CINCH TIE WATERING B651N TO BE REMOVED PRIOR TO END OF ; MAINTENANCE PERIOD FILL BASIN WITH PALM 5HAVIN65 GROWN TO SE 2" ; ABOVE FINISH 6 RAVE ROOTBALL I i FINISH GRADE 501L GRADE SHALL BE I" LOHM THAN TOP OF ROOTBALL 1-I 1 !f 1=1 I I 1I- -i Q �I I o III S..oTTEO c.,UP DRAIN n o I-- -1 I 0 4"DIA. X5' LONG RI61D PIPE DRAIN o -1 I f I 11=f 11=!t I I I r FILL HITH 1 1/2" WA�n SRAVEL I e�x 0111 I MMH OP WWMALL Q A TREE DETAIL 0 t3 z E06E OF PLANTIN6 Z HOLE i i i i i i i I i i i i i TOP VIEW OF TREE i i i i I i i w J � PLACE DRAIN PIPE IN EACH CORNER LLJ I I i i i B TOP VIEW OF TREE ws I i wn :oz. i I I .. I I i I i I I I I i i Ly I I Q I I I LL I I W I LLB Q <C W � � I I i i Lr cn Ly I aLU c � c W Iii W .. LLM p z p I Q 0 I I Q Lu Q U a. m a. LLJ ; I I I Z U I I ; SCALE: i N.T.S. i i I DATE: 01 . 19.01 I I I DRAWN BY: i A.N. , I PROJECT NO: 00-107 i i I ; I SHEET NO. I I !I PD= 1 I I I OF ; I II I I I REVISIONS EXISTING 120/240V 10 3W ELECTRICAL CONDUCTOR SCHEDULE ELECTRICAL NOTES AND SYME3OLS V\V/ \ /\�// #1 CHG SHEET SIZE 1/19/01 V SERVICE TO BE REUSED. RUN BRANCH CIRCUIT GROUND CONDUIT % FILL 1, ALL WORK TO BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL O 2#4 1#6 4#10 4#12 1#10 2'' CODE 1996 EDITION. 10.71� 400A� NOTES: 2. ALL NEW UNDERGROUND OUT5IpE BRANCH CIRCUIT AND FEEDER CIRCUITS EXISTING O 2#4 1#6 4#10 1#10 1-1/2" 15.34% METER MAIN 1. ALL SWITCHGEAR SHOWN IS ARE TO BE RUN IN NONMETALLIC CONDUIT SCHEDULE 40. EXISTING AND TO BE REUSED O 2#12 1#12 1/2" 11.70% UNLESS OTHERWISE INDICATED. 3. ALL ELECTRICAL SYMBOLS PER ANSI Y32.9 1972. REAFFIRMED 1989. y,M O 2#4 1#6 2#10 1#10 3/4" 26.35% QUANTITY F CIRCUIT BREAKERS 4. ALL ELECTRICAL CONDUCTORS ARE TO BE COPPER. INSULATION FOR #12 EXISTING 2 � .... . QUAN 0 b 2 10 2 12 1#10 1/2" 18.4Q� TO #1 SHALL BE THWN, #1/0 THROUGH #4/0 SHALL BE TYPE XHHW 40OA/2P SHOWN IS DIAGRAMMATICAL. REF. O # # 1 4" 15 95� 0 €55milsi, AND #250 MCM AND LARGER SHALL BE TYPE XHHW 165rnils}. 4 6 2#12 #10 1--1f EXISTING SITE PLAN AND A.C. BREAKER 6 2 1 # # GROUNDING CONDUCTOR SHALL BE THWN. m DISTRIBUTION G ASSIGNMENTS FOR QTYS, SIZES OF CIRCUIT BREAKERS, CONDUC- ^ 5. UTILITIES AND LIGHTING EQUIPMENT ARE DRAWN DIAGRAMMATICALLY. o TORS AND CONDUIT. SCALED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH cc 64 2 ) J 1 / � } ) WORK, CAREFULLY CHECK AND VERIFY DIMENSIONS, IMMEDIATELY NOTIFY 1 I >v 1 :5 ENGINEER OF DISCREPANCIES BETWEEN DRAWINGS OR SPECIFICATIONS _ L i DITIONS, ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT CD A -� AND ACTUAL CON CD PRAWN TO SCALE WHEREVER POSSIBLE, IT IS NOT WITHIN SCOPE ...�... .. --.-- OF THE DRAWINGS TO SHOW NECESSARY OFFSETS, OBSTRUCTIONS, OR 111 w o VOLTAGE, DROP CALCULATIONS SITE CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL f» WORK IN SUCH A MANNER THAT IT WILL CONFORM TO SITE CONDITIONS, I FROM - TO QTY VOLT- VOLT AMPS CONDR Rac DIST. VOLT % COMPLETE AND IN GOOD WORKING ORDER. w •^ AMPS SIZE DROP VDROP A"c CU a SWBD- POLE A9 1 2,325 208 11.18 ##10 1.20QO 245 6.57 3.16% 6. INDICATES DETAIL #f TELEPHONE SERVICE NOTE= l INDICATES SHEET # SWBD- POLE AlAl0 1 2,325 208 11.18 #10 1.2000 20.0 5.37 2.58% TELEPHONE UTILITY 1. E.C. is to provide in his bid all costs POLE MOUNTED LUMINAIRE. LETTER REFERENCES DETAIL. GTE for running utilities service lateral, and SWBD- POLE A11 1 2,325 208 11.18 #12 2.00QO 165 7.38 3.55% 7. Al ��` DER structures, from telephone utility point NUM�iER INDICATES DESIGNATION ON VOLTAGE DROP. MR, TOM WEAVER of connectiprl to pay phone. SWBD- POLE Al2 1 2,325 208 11.18 ##12 2.fl000 120 5.37 2.58% $• ,.,• '-r CONDUCTORS W/GROUND RUN UNDERGROUND. REF. SITE SWBD -- PANEL RR 1 6,516 240 27.15 ##4 0.3100 230 3.87 1,61% PLAN FOR SIZES OF CONDUCTORS AND CONDUITS. O = co (909) 342-0532 co Q co 60 PROVIDE NEW -- d W g• ---*-� - - � SERVICE LATERAL TRENCH. REFERENCE DETAIL. PANEL RR 10. ® UNDERGROUND CONCRETE PUL BOX #3-1 2 (17.5"X1 .5„ P X12.5") UNLESS OTHERWISE INDICATED. PREFAB CONCRETE A.C. SINGLE LINE DIAGRAM W/TRAFFIC COVER WHERE SUBJECT TO VEHICULAR TRAFFIC. NO SCALE E1 EXIST. EXISTING TO Btu REUSED E.C. ELECTRICAL CONTRACTOR Q' PROV. TO BE PROVIDED NEW, BY E.C. TYP. TYPICAL o -_ b �J N dm 0 o a0o p, o T aU z v �* ao C- .'mow d C L r v- • Z Xc t� v 75 ---1 U fly RESTRAOM BLI7G LU 10 i-- :_- C::v ' r.,._....-•__•- --v/` ..�ti.'.r'%_ ._..__.-..__.... _ ..,/.,..,.,,+..mow ',,,. / .T � � � t `'•\ �!•., � =t i ';�:\�'.- i__ _ � .ice.■ --`Tr \ ; `/!�•)' �'` _t 4 '' Via' Y�'.•" , +•' _� _ .F��_ _ _��, *� t _ _ i Y. CHE KIN' CC�ATER _ __ x ' t ..ri -' i l I' •! i. t t ! tt r` . � r .vet '' /! I ,��` ,l' •• '• .i ;i;� j.'. ;' .`m � - . I �+ f^. .� � ,�r / =' Ltis: �;'•-` -� ,•i-•_`Y- _ �~� yl /; E2 Ce3 \ f . ter,+..`,1 '�\ � j !i'.. I ., ..�i •%....__."_'".1I ♦ -� •TYN{VGIi AR+� r.t ly fate; j rj"rf�J��yi7J S-]\yJ//// \'\ L-___• � 1 �. „� i .. C S0'tE-"PA1?K,4 15 000 S.F. , 4 • �_�.___. 1 E3 i , W .- I _ ,�, \•' I g E3 „ 2 Ty pical ;ti a ,,` `• i1 /its ? _-_ ._.__--___-'-" w''�._.._,r•: �'----`-•..__.._�_.._.._` t-le�.;rr♦!..r-� I ' Typical' `\ _ _ i. / 1.. 12 �'� �': _-_ ,-_�,_ I is�-:i i �..•r _ �.,. '*: -- - , ,� � v.r� �wr r� f.Tr• �^ �� ^ �* w � ,ram �� . W� ��M �� ,w�' r� rr �� / ■ Ju •► E41STING T W v ' Uj -- $1 ffCHBQARD W C EXISTING �#TILiTY Lij LijLJJ r t TRANSFORMER Z Q 3 Z Ir.; ILi..I r_;) --� / -�X,STINU FIRE.. .,f�R�,I�: EXISTING TELCO MANHOLE �✓ rza PROJECT: PLMBEGE? SCALE: As Shown SAN PABLO AVENUE DATE: $/4/200Q KEY NOTES E.C. IS TO RUN JOINT TRENCH FOR ELECTRICAL AND TELCO. ® L.B. OUT OF EXISTING SWITCHBOARD INTO NEW PULLBOX. DRAWN BY: LPM O CONFIRM ROUTING OF TELEPHONE LATERAL PRIOR TO BID. CAUTION! EXISTING UNDERGROUND ELECTRICAL IN THIS AREA. PROTECT IN PLACE. PROJECT N0: COORDINATE EXACT LOCATION..OF .PAY PHONE STUB--I1P .WITH . QOO.S 72 O ARCHITECTURAL SHEETS. TELCO WILL PULL CABLE AND MAKE R Q WEATHERPROOFUPLEX RECEPTACLE OUTLET IN ENCLOSURE AT CHECK IN COUNTER. MOUNT • FINAL CONNECTION TO PAY PHONE. PAY PHONE IS BY OTHERS AND NOT A PART OF E.C.'S CONTRACT. 15" ABOVE FINISHED FLOOR. UNDERGROUND SERVICE ALERT SHEET ,NO. _ } • Seotlon 421614217 of ffb GovermneA Code O NO PATCHES WILL BE ALLOWED TO EXISTING CONCRETE WALKS. o mWfmtaBIG eLMIdenUfseelonNumber ALL CONCRETE IS TO BE REPLACED FROM JOINT 70 JOINT OR A CIA Alm I CAL SITE PLAN 2 f a valid.For RFE IDp Alert241 Number E _ l ELECTRICAL MINIMUM OF 10' SECTIONS. HYDROJETTING ALLOWED AT ceeunderymundserv!ee,Yerl Tai�Faee 1�oa.f,2z�41a� : �e� .. 2of E1 NO' CONTRACTORS CHOICE, IF COMPACTED & REPAIRED TO ORIGINAL. "" Two worWnp days before you dig OF SCALE © DREAM ENGINEERING'INC. 2001 REVISIONS #1 CHG SHEET SIZE 1/19/01 LUMINAIRE $CHFAULE DETAIL STYLE MANUFACTURER PART NO. LAMPS DESCRIPTION MH BOLE EPA , MH POLE �� 1 LIGHT AND POWER NOTES AND SYMBOLS FIELD FOOT GROUND LENGTH NAME DETAIL 2 1, SINGLE POLE SWITCH. MOUNT AT +48" UNLESS E2 ' E2 DT-PM-M1000- 6 S OTHERWISE 'INDICATED. A SPAULDING 2X1000WMHX240V 2 LAMP LUMINAIRE 30' 5.8 30, 30' Typical Typical ao v E2 9,10,11,12 IV-240-DBZ ASSEMBLY E3 C DUPLEX RECEPTACLE OUTLET. MOUNT AT +15" 2. UNLESS INDICA-TED pT1iERW1$E. CDw I MH-H HE-50-H- CDA� 2 C COOPER 1 X50WMHX120V HIGH ABUSE 12" a` RR-3 RR-1 i S \ 3. DUPLEX RECEPTACLE OUTLET. GROUND FAULT a a 120-LL-DEZ _ -- __ / / 4i 1 \ E2 SQUARE CEILING MNT. _ , E WITH PHOTOCELL CONTROL li J ; J PROVIDE (� GFCI CIRCUIT INTERRUPTA(3LE. MOUNT CENTER AT +15 c UNLESS NOTED OTHERWISE. p► 3 KIM WF32C42CFL120-* 1 X42WCFLX120V FULL CUTOFF WALL MOUNT __ __ --- 10' __ '� I I' C ;GEC) - - I - -- , E2 *CONFIRM FINISH WITH OWNER PRIOR TO SECPRITY LIGHT � -•--' GFCI = -'� CD CD c W/P n T A �o I�i J JUNCTION OX MOUNTED IN CEILING OR . LL. c ORDERING I RR-, RR-2 5. O W CD r----- VIA PE :� $. r■rl� ELECTRICAL PANEL BOARD SURFACE MOUNTED. `'� 4RR- } qilu CELL AAcq r CC A.C. BREAKER ASSIGNMENTS I _._ L_ --.-_ a�g - CONDUCTORS WITH GROUND RUN EXPOSED, REF. CD GFCI I W/P �^ I ;' PANEL ASSIGNMENTS FOR WIRE SIZES. a V MANE SQUARED PANt L DS8N EXISTING MANE SQUARE D' PROV.-PANEL 'RR I RR-6 !` �� g g ( ) i i - n ,E ❑ j�. `.j HOME RUN TO DESIGNATED PANEL. REFERENCE L� w VOLTS 120/240 LOCATION - REF SITE PLAN VOLTS 120/240 LOCATION REF LIGHT & POWER LAYOUT RR-$ R ' a 10. A.C. BREAKER ASSIGNMENTS FOR CONDUCTOR -' !� SIZES. CONDUITS TO BE SIZED FOR 207. FILL RASE l FEEDER - REF. A.C. SINGLE LINE HASE 1 FEEDER - REF. A.C. SINGLE LINE I t PANEL RR �' UNLESS INDICATED : OTHERWISE). NO MORE THAN WIRE 3 AMPS 400 WIRE 3 AMPS 60 R ( ) �c,�' �► �'jaQ M.O.C.D. 400 AMPS MOUNTING - SELF STANDING M.O.C.D. 60 AMPS MOUNTING SURFACE i4 CURRENT CARRYING CONDUOTORS PER CONDUIT, WITH GROUNDING CONDUCTOR SIZED FOR LARGEST 4 =�~ M v C L V CN P C P B C C G C C L V CN P C P p C C G C c; C -n CIRCUIT BREAKER. M 0 0 00H K 0 RK0 R0 GFFCI Zavv1p C~i K 0 0 OOH K O RKO RO K - ;. T DESCRIPTION/ A L NN A T L N T N N N T DESCRIPTION/ A L. NN A T L N T N N N RR-2 11. 2#12 1#12 GROUND l/2;'C. UNLESS OTHERWISE NOTED. sod W h, ry 0 v 12. --- 3#12 1#12 GROUND 1/2 C. UNLESS OTHERWISE NOTED. '�I # LOCATION D T TC S BKR E C D, D D # LOCATION D T TC S BKR E C D P D .� TYPE AMPS E AMPS S H R R TYPE AMPS E AMPS S R R - 13. 70�/, 4#12 1#12 GROUND 1/2"C. UNLESS OTHERNSE NOTED. 38 �C 1 SKATE PARK Al LITES 1163 C A 20 2 1 GENERAL PURPOSE LITES 250 C A 20 1 #12 #12 I I 14• 154 5#12 1#12 GROUND 1/2"C. UNLESS QTHERWISE NOTED. 2 SKATE PARK A2 LITES 1163 C A 20 2 2 GENERAL PURPOSE RECEPT 360 N A 20 1 #12 #12 ! L_ -----------_ _ 5 6#12 1#12 GROUND 1/2"C. UNLESS OTHERWISE NOTED. • X l 3 SKATE PARK Al LITES 1163 C C --- 3 HAND DRYER MISC � 1200 C 20 1 #12 �12 ---.------•-__________________________._-__ . t 1 fi. .:�55 fry 7#12 1#12 GROUND 1/2':C. ETC. UNLESS OTHERWISE NOTED. S 4 SKATE PARK A2 LITES 1163 C� C - 4 HAND DRYER MISC 1200 N C 20 1 #12 #12 5 SKATE PARK A3 LITES 1163 C A 20 2 5 VENDING MACHINE MISC 200 C A 20 1 #12 012 KEY NOTES _-,r ,�f£y-a „_. v.5i".'k+Y"'•'i?... ..:.. ... ...-.;sue.".... -=:t�`tl ..J$�1: u.�z% � Q 6 SKATE PARK A4 LITES 11fi3 C A 20 2 6 VENDING MACHINE MISC 1200 C A 20 1 #12 #13? 2 � U N Y W 7 SKATE PARK A3 LITES 1163 C C 7 BUILDJNG LIGHTS LITES 183 C C 20 1 #12 #12 L./ E.0 IS TO PROVIDE ELECTRICAL HOOKUP AND COMMUNICATION o M PARK A4 LITES 1163 C C -- 8 PAY PHONE MISC 1 QO c C 20 1 #12 #12 CONDUIT FOR PUBLIC PAYPHONE. COQRDINATE EXACT LOCATION ►U- a' o 'E - Inc 8 SKATE Q iw " I H CIRCUIT. � 4 _ °� _. - WITH OWNER PRIOR TO RUNNING BRANCH CRC s . o ,-,� 9 SKATE PARK A5 LITES 1163 C A 20 2 9 CHECK IN BOOTH RECEPT 180 N A 20 1 #12 #12 10 SKATE PARK Afi LITES 1163 C A 20 2 10 SPARS A 20 1 COOD 11 SKATE PARK AS LITES 1163 C C - 11 SPARE C 20 1 v b Z av C 1 _j u LITES 1163 C C 12 SPARE 2R D I SKATE PARK A6 RESTROOMBUIL ING 2 T 13 SKATE PARK A7 LITES 1163 C A 20 2 PROPOSED CONTINUOUS LOAD 3293 VA`14 SKATE PARK A8 LITES 1163 C A 20 2 PROPOSED CONTINUOUS LOAD + 259 4116 VALIGHT � POWER LAYOUT V i 1163 c c =- _ CAL - 1 /4 . - 1 ' T O" E2 ' ` l5 SKATE PARK A7 LITES PROPOSED NON CONTINUOUS LOAD 2400 VA FNQR H 16 SKATE PARK A8 LITES 1163 C C -- PROPOSED TOTAL LOAD 6516 VA 17 B LIGHTS LITES 183 C A 20 1 PROPOSED AMPS/LEG 27 AMPERES 18 C LIGHTS LITES 288 C 7 A 20 1 PROPOSED BUSS RATING 60 AMPERES 19 SKATE PARK A9 LITES 1163 C C 20 2 #10 #10 OTE 2 NOTE: 1. ALL NEW CIRCUIT BREAKERS SHOWN ABOVE TO BE 10KAIC. 20 SKATE PARK A10 LITES 1163 C C 20 2 #10 #10 OTE 2 AND TO BE COORDINATED SO AS TO TRIP PRIOR TO M.O.C.D. 21 SKATE PARK A9 LITES 1163 C A -- #10 22 SKATE PARK A10 LITES 1163 C A -- #10 23 SKATE PARK Al LITES 1163 C C 20 2 #12 #10 OTE 2 W _ _ J 24 SKATE PARK Al2 LITES 1163 C C 20 2 #12 W10 OTE 2 25 SKATE PARK All LITES 1163 C A - #12 Q 26 SKATE PARK Al2 LITES 1163 C A - #12 W 27 GENERAL PURPOSE RECEP 540 N C 20 1 28 PANEL RR MISC 3797 N C 60 2 #4 #10 NOTE 2 V 29 SPARE A 20 1 30 PANEL RR MISC 3797 N' A -- #4 W PROPOSED GONTINUQUS LOAD 28371 VA PROPOSED CONTINUOUS LOAD + 253 35464 VA PROPOSED NON-CQNTINUOUS LOAD - •8134 .VA PROPOSED TOTAL LOAD 43597 VA PROPOSED AMPS/LEG 182 AMPERES PROPOSED BUSS RATING 400 AMPERES NOTE: 1. ALL NEW CIRCUIT BREAKERS SHOWN ABOVE TO BE 1OKAIC. J AND TO BE COORDINATED SO AS TO TRIP PRIOR TO M.O.C.D. 2. PROVIDE NEW CIRCUIT BREAKER, CONDUCTORS, AND CONDUIT. 1- F- Ii W LC1 LG1 A9 l cl LC 1 uu A10 TO EXIST LC1 MAIN SWBD Q L C1 All NOTES( L� y � � rA LCl 1. ALL CONTROL WIRING TO BE #12THWN COPPER IN 1/2 C WHERE W � ''� { EXPOSED. ULJ Al 22. RATING OF CONTACTORS TO MATCH CIRCUIT BREAKERS. z LC1 Z 3. TIMECLOCK SHOWN IS EXISTING INSIDE EXISTING SWITCH¢OARD AND c TO BE REUSED - � h 20A/lp N 4. ALL EQUIPMENT SHOWN TO MOUNT INSIDE OF SWITCHBOARD. F- J w LLj „r— TC 5, LIGHTS CONTROLLED BY TIMECLOCK ON AND TIMECLOCK OFF. v 6. E.C. IS TO PROVIDE CONDUCTORS FROM LOAD SIDE CONTACTS OF EXISTING TIMECLOCK TO LCC SYMBOLS$ PROJECT, PLMBEGE? LIGHTING CONTACTQR PE PHOTOCELL: SCALE: As Shown TC. ' LnC COIL CON-TROLLING COURT n LCC LCn TIMECLOCK. EXISTING-TORK-- DATE: 8/4/20QO (LIGHTING CONTACT TC DIN200 (2 CHANNEL) CONTROLLING COURT n PRAWN BY: LPM SKATE PARK LIGHTS - - PROJECT N0: LIGHTIN .� CONTROL DIAGRAM 5 0005172 NO SCALE E2 SHEET NO. E � 2 OF C DREAM ENGINEERING INC. 2001 - REVISIONS #1 ICHG gHEET SIZE 1/19/pl I a� a Q� A m � V Cb m EXISTING .V . �. GRADE -° t CID 't# CQ CD - PROPOSED LUMINAIRES) W •c w C" �'- REF. LUMINAIRE SCHEDULE a NOTES: FOR PART NUMBER. t 1. LAY CONDUIT, FILL, COMPACT U aCD TO 90.7q. MATCH SURROUNDING. 18„ 2. AREAS SUBJECT TO _ VEHICULAR TRAFFIC, SUCH AS THOROUGHFARES, SHALL HAVE A MINIMUM COVER OF ti NON METALLIC 24 INCHES. vP CONDUIT (TYPICAL), cr 1 O 00 z0 � v L IU �y BRANCH CIRCUIT TRENCH DETAIL NO $CALE a) Cc: 4� 1- 4 N V 0) aai co 0 0ON, co co `- 1 w Q a oF "?00- 9 T../ Q 0 ►. v d V O o C o _0 C oc! ' � N SQUARED STRAIGHT STEEL POLE WHITCO CAT. NO. PROVIDE WITH TRAFFIC 30-0-6SNT (MOD B.T.) COVER WHERE SUBJECT CONDUIT TYP. WITH DARK BRONZE FINISH TO VEHICULAR TRAFFIC \\\ \ CONTACT: MR. JIM PRITCHARD WHITCO POLE COMPANY \ \\ \ \\ \ NOTES: 301 (800) 433-7753 1. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON \\� [ PULLBOX. �\ W 2. REFERENCE ELECTRICAL SITE PLAN L FOR SIZE OF CONDUITS. / 3. DIMENSIONS SHOWN FOR PULLBOX ARE TO BE AS SHOWN ON .�..;� Q` • •o p.Q• ELECTRICAL -SYMBOLS UNLESS Q NOTED OTHERWISE ON ELECTRICAL D o Q 4 Q SITE PLAN KEYNOTES. .op'ppadJ pQ. Uj p.Qo • 0 c. QoQ• d 4. PROVIDE SCHEDULE 80 SWEEPS INTO PULLBOX WHERE SWEEPS ��dQ d-Q •� % °QQ Q•O0. •p A �O 0 Q a0QpQ Q ARB REQUIRED. .!..� �Q QbQoOQQ�•a QoQ • �• �b o Qp BED OF 3/4"" CRUSHED U ROCK GRAVEL 12 DEEP & 6 �� OUT FROM ALL SIDES OF PU�LBOX ! M _ PULLBOX INSTALLATION DETAIL r4 `\ \ _ ' ,.= A10 \ \�� \ I NO SCALD CONTRACTOR TO PROVIDE \ POLE, FOOTING, ANCHOR i42.4 A9 43.8 L_.} 39.3-_� 3$_.1 � 43,6 42.1 \ �` - \ \`�� `''•.� i--I \\ \ BOLTS, LUMINAIRES AND MOUNTING HARDWARE. �\ \ ` \r-----�-•-------off \ ' �;1 � ; i � F / i�� . ` `F` �-- ` \ \ 1 t 1 Imo" ! \ 135.7 ,'`,� ��y ' jam,%?:.34.8 36.9 I \ ; I\` PROVIDE HEAVY w - i , l.C.l DUTY BASE PLATE COVER. 14 GA UGE � t y \ \ 27.9 � 2, 31.4 \ ` ` '' WHITCO POLE CO. _ j UNDESTRUCTO " COVER. ATTACH \ >; t \`1� t_I._,�_�. \ \ \ TO FOOTING OR - .- _---__-Ir- `=�:= � \\`�\\,�\ � �� POLE WITH TAMPER PROOF {- 36 7;I 36 '\ \Y 6.$ ;F--__:__.�� ---'_;=:,• �\\\ I 32.6'�. '�\ SCREWS. PROVIDED \` j \r BY WHITCO. zz NOTES: HANDHOLE WITH I\ \ I ._��_ -- _ L � I - k\ \ `\I _ - _1 _ 1. ABOVE DETAIL IS FOR BIDDING PURPOSES REMOVABLE COVER 136 9�� !�'i ji 3 .j4!j `\ ! ONLY. UTILITIES ARE TO PROV. pIMENSIONS w \ 43.4 4, .7 6.3 , , AND FILL REQUIRED FOR CONSTRUCTION, PROVIDE W/BASE COVER 3 #3 TIES-- 2 NUTS/BOLT FOR LEVELING 2• AT TOP 5"VERIFY EXACT LOCATION OF TRENCH WITH {• MIN. UTILITY COMPANY. C!'� �"- >, NY. BASE PLATE 1s I\ \ \ I 3. TRENCH NOT TO BE COVERED UNTIL GROUT AFTER LEVELING UTILITY WIRES ARE INSTALLED. 4. COMPACT TO 90%, OR TO ELECTRICAL i ,, � 3`> ,? • 4::- -. -•, ANCHOR BOLT TYP D FEEDER/BRANC UTILITY STANpARDS. NOTE: ANCHOR BOLTSCIRCUITARE TO BE 1"x40" IN LE GTH31.3 ; �I.2 3'1.4� 28.0! \ ` ao" 5. ELECTRICAL CONTRACTOR TO COORDINATE 3 t N j \ g SIZE AND TYPE OF CONDUIT(S), ;;._-, #3 TIES ®12 O,C. z �""" PULLROPES, BURIAL DEPTHS, ETC. WITH r i4, �. •;b.•,, w W i\` ? • ij ��-1--'� I - � \ ` - 04. INFORMATION PROVIDED BY UTILITIES. ` • ,•� 6 5 71 _ t ;\ # VERTICAL REBAR - t j I i ,i? \ TELEVISION/ v 34.7 '= jh 36.A 6 5 36. � ! ;� - -- COMMUNICATIONS 6• IT IS ELECTRICAL CONTRACTOR'S (EQUALLY SPACEp) RESPONSIBILITY TO CONTACT DRY UTILITIES FOUNDATION (200o P,S.i.) RROJECT: PLMBEGF? 7.5" AND OBTAIN A COMPLETE LIST OF UTILITY CONCRETE Al - - - Al2 i PHOTOMETRIC DATA TELEPHONE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO -. I \ SCALE: AS Shown INCLUDE IN HIS BID PRICE ALL COSTS ,- NON METALLIC CONDUIT \ ; \ \ � \ \, MAINTAINED ILLUMINATION INVOLVED IN BRINGING DRY UTILITIES TO THE • ,;,- FROM. PREVIOUS POLE �4 \I, \ 3 \ �3 \ 43. ? \43 \ i HORIZONTAL FOOTCANDLES • , PATE: \\ SITE. OWNER WILL PAY COSTS ASSOCIATED ` `\ � _ 6/4/2000 NTH APPLYING FOR NEW DRY UTILITY SERVICE. '° .. .•.-;:�.�� Average: 36.08 IF E.C. IS UNABLE TO CONTACT ANY DRY 27 >: : • DRAWN BY: `PM Maximum: . UTILITY, HE IS TO CONTACT THE ELECTRICAL Minimum: .83 ENGINEER, PRIOR TO BID, FOR DIRECTION. 36" PROJECT N0: Avg/Min: 1.302 Max/Min: 1.576 Number of Luminaires: 4 QQ451 7 PHOTOMETRIC SITE PLAN KW Consumption: 9.30 SERVICE LATERAL TRENCH DETAIL r5 "A" POLE DETAIL 6 SHEET NO. , SCALE - 1 " - 101 - Oil E3 N Maintenance Factor: 0.800 NO SCALE E3 NO SCALE E3 Em3 OF © DREAM ENGINEERING INC. 2flfl1 - F REVISIONS BY GRADING GENERAL NOTES v 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. o 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS LEGEND OFF-SITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED TO THE BASIC 4) GRADING OPERATION. d TC = TOP OF CURB 3. A LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING THAT THE FL - FLOWLINE �_ PROJECT DATA U GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, AND A COMPACTION TW - TOP OF WALL o REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO o THE BUILDING PERMIT ISSUANCE. FS = FINISH SURFACE z G = EXISTING GROUND o A: BY THE DEPARTMENT OF FG = FINISH GROUND = GAL DESC a COPYRIGHT 2000 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVEDLE RIPTION .. E A SEPARATE PERMIT AND BE INSPECTED BY THE _ � COMMUNITY DEVELOPMENT, ISSUEDGB - GRADE BREAK c o �2 DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS Q PALM DESERT CIVIC CENTER �. F.F. = FINISH FLOOR m Q PALM DESERT Q- SHALL BE CONSTRUCTED TO THE CITY OF PALM DESERT RETAINING WALL STANDARDS o COUNTY OF RIVERSIDE z -2 H.P. = HIGH POINT �- �-- - a OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. 4, Cr TS = TOP OF SLOPE a �-" MAGNESTA FALLS DR 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. E.G. = EXISTING GRADE z m TRW = TOP OF ROCK WALL T o •� 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUC- 'F ADDRESS TG = TOP OF GRATE TION, THE ENGINEER - OF - WORK SHALL BE RESPONSIBLE FOR DETERMINING AN COLLEGE CIVIC CENTER PARK °' w ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DEPART- INV. = INVERT OF THE E MENT OF PUBLIC WORKS. DESERT Q CIVIC 73-510 FRED WARING DRIVE � � — �.., DF = DEEPENED FOOTING m TF = TOP OF FOOTING �j FRED WARING Q ARKR PALM DESERT, CA. 92260 42 q Q;' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON SITE, OFF_SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. Qq = FLOWLINE 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PRO- TECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR = CONCRETE ,� ASSESSOR'S PARCEL NO. � 00 FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY " * " ~ f AND ALL WORK IN CONDUCTION WITH CONSTRUCTION OF THESE GRADING PLANS. N/A * 00 = PROP. RETAINING WALL w 1:14 co 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776- PROP. SCREEN WALL vim, s 6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. ® = WATER METER a� ACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF E = ELECTRIC BOX Q� CO co 10.. THE CONTRACTOR ❑ q ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERG- = OWNERS ENCY ASSISTANCE CALL: �� STEP PALM DESERT REDEVELOPMENT AGENCY r. VICINITY MAP 73-510 FRED WARING DR. -C cl:� r�,., � � 0 � SOUTHERN CALIFORNIA EDISON COMPANY 1-800-227-2600 PALM DESERT CA. "CC Q W � P SOUTHERN CALIFORNIA GAS COMPANY 1-800-227-2600 PALM .- I GENERAL TELEPHONE COMPANY 1-800-227-2600 N.T.S. COACHELLA VALLEY WATER DISTRICT 398-2651 w c TIME WARNER (CABLE T.V.) 346-1312 EXT. 281 0 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPA- TES DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURV- BENCHMARK 3 w -•-J EYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL \ O MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A LICENSED LAND BENCHMARK: T.B.M. ELEV.: 82.fi4 SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, Q o AT THE CONTRACTORS EXPENSE. zTOP OF CURB A T A T B.C.R. OF THE S.E. CORNER a) 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND.OR REVISION BY THE CITY OF PALM Cil/lC CENTER PARK PER CITY OF PALM DESERT GRADING SUJ DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED AND DRAINAGE PLAN SHT. 10, SHT. 2 OF 3 SHTS WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC o WORKS. 3 13. ALL GRADING SHALL CONFORM TO THE SOILS REPORT PREPARED BY PSI, DATED AUGUST 26, 2000 PROJECT NO. 586-05009. QUANTITIES .... o a 3 CUT 210 C.Y. FILL 10 C.Y. v CONSTRUCTION NOTES & QUANTITIES EXPORT 200 C.Y. o u IMPORT a 1O CONSTRUCT RETAINING WALL 152 LF OVEREXCAVATION 1300 C.Y. PER DETAILS ON ARCHITECTS PLANS o *EARTHWORK QUANTITIES DO NOT INCLUDE EXCAVATION FOR FOOTINGS o O INSTALL 6" DIA. NDS AREA ORA/N 3 EA OR UTILITIES OR SHRINKAGE OR SUBSIDENCE. PER DETAIL ON SHT 2 � Q Q rz 0 INSTALL 6- PVC. 126 LF *EARTHWORK QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. a, 0 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN •3 n I INSTALL DRYWELL PER CITY F QUANTITIES FOR BIDDING PURPOSES. ° U ® NS LL O 1 EA z, Q PALM DESERT STD. 111. n. t J5 CONSTRUCT CURB DRAIN PER CITY OF 1 EA PALM DESERT STD 200-1 CASE B. TOPOGRAPHY ® INSTALL 12 X12" NDS AREA DRAIN 1 EA a PER DETAIL ON SHT 2 TOPOGRAPHIC SURVEY PERFORMED BY MCGEE SURVEY/NG 07 INSTALL Sp PVC SCH. 40. 28 LF NO1/EMBER 1999. d I 0 QROFESS i d M. Sqk ti a DESIGNED i EOxp 6/30/01 LLJKMS NOTICE TO CONTRACTOR �� c1v14 �,P CHECKED ED rF°F cAt�IF DATE } 8116100 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRECISE GRADING PLAN SCALE PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR N A ! JOB NO. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS IN THE CITY OF PALM DESERT � 00-1800-129 s Under round Service Alert AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINOUSLY AND NOT BE LIMITED TO W SHEET NO. I IF Y o Olr NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD PREPARED UNDER THE DIRECT SUPERVISION OF: APP D: Call: TOLL FREE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE n ' � 1 -800 A OF W RK ON THI P T EXCEPTING LIABILITY ARISWG FROM THE SOLE NEGLIGENCE OF DESIGN I �.d +�--- !l bit �D! �r/Z'O� GRI 1U ii PERFORM NCI= 0 S ROJEC , KURT M. SAXON R.C.E. 44180 EXP. 6/30/01 RICH RD J. FOLK S EXP 12/31/01 227-2600 PROFESSIONAL. N0, REVISIONS APPROVED DATE DIRECTOR of PUBLIC WORKS R.C.E. 25320 SHEET 1 OF 2 TW[1 W13RKING DAYS BEFORE YDU DIG REVISIONS BY c 1 42.0' PROP. SEWER LAT.,,I;� ht:;,, * E PROP. WATER LA T. f,.,�' jJ f EDGE OF WALK �' • o I RB (PROTECT) - t __... __._"T - _ _._.. _. .. . t Q ti x - -1 �' EXISTIN SIQFWALK +.., r><:1 �'�1 �¢ 10fthwo i't ov" 1:mkm •r_, crew tea_ a c as.r sxa ma r,. 1- (PR s /� � �; CAS _ .... ._ ._-.. ._. ._,. t, , I: , Sll ::Y�AI.k' 4AW))[_ WM` FOR CONNECTIONTO BLDBLDG.t�F .-' SEE PLUMBING PLAN _ .'`._ __, , . ..-:f t� / �� ' J \ y c COPYRIGHT 2000 \ '_. � �� T.G. EL N.D.S. No. D6 E NG MACHINES r �. (SEE PLAN) 6" ROUND GRATE VENDING \ 85 b1 19 MIN. F.S. _ _- -}#!,\ • i c� r ...... _ _ r ag(1, � �G i i BLIC HONE ' $y�� $�` F1. !� ,, y. $� F1, D/L CUT .a 'Q ? 1 `` \ `\ i•'-f.1'�. t , • f t' �i'�..f' 1.�' 1 QK• 1�� ,fJ/C� `7 O Ul Q o 9 ELBOW PIPE RISER ff�g , , (D ZZ 1�r $ STAMPED NCREP?PE SIZE INV. ELEV.1 42 PER ARCH. LANS PER PLAN (SEE PLAN)SPEED-D-TUFF GRATE ,�` , $ a _._ __._. __.._\__ �\ - _ __. ,__... _._._-. ' 1 ___.. __.__ { . {I S Fcr .- �. 5 _4, CnG AREA DRAIN DETAIL 1 -0 PER/ME1FRT.G. ELEV. (GREEN) ___ _N.D.S. No. 1212 � ; =�—' - —i , I '\,..\ ��/ �--� �Y_3' ( I :..� 2X -��" t�.,�',� 4f ; ��+%�'^'' .. •:,r' � ,.�... `�+,�,�i � C� @__fNOT (SEE PLAN) OR APPROVED EQUAL 1 I i .. _ �JTffYc6m`� � ', �' f ' ,, ` ' y F 1 TO SCALE ,E oco 0 co l� GRATE HOUSING s ' , �;= 1 t �� h$ w ADAPTER N.D.S. No. 1221 -- z REDUCER PROVED EQUAL 3 # + _._.. REDU OR AP '" '- - m Q ?i? 1 FFI ? , i DEC{7R Tr'VL L Ot�ICRf T,�r' �� ;*„ "._._..• ```_, �.� w.1.-._�.•_! _.._�. ! $y� 1$ Y V PLASTIC + �, __ ___.____. r -.. ._.. PIPE RISER TEE ; ; €` (�?RO7LCI? ``1 `� _ $2 \j }l -' I-..L_'+i l i •'' rry i`f .1, �..-' •.,"'•r.�• -S`•• „�.^^' t , L !� ?' - -.._. :/ _ ._ __...__ # ✓ R ~dam\ \. �� ~` NOTE: FOR BINDING 1 S { ' P.V.C. E t4, r 1 FS A.B.S. TO ..-.l 1, s .�ca a- II. E 3 t �` F 1$ 2 S. w Q Qy CONTRACTOR TO 1� ''�' r-1 ? r r I I `� h• ;'�, ` `' $ F � LEV USE WELD-ON 1 s4 ► --� ' r�Y :�f��l I"r r��1r ` - � --._.._.._:�? �,p , PIPE SIZE INV. E _� ? _. __ :? ,{ ! aa. .f FS E�: 3' ._"_— SOLVENT OR EQUAL. PER PLAN (SEE PLAN) _-.-._...... .__._. .._.__ ? i -...__._. ' ... _, i �_: :::__,,._ - ; '..;� �� C� ' '. I �. .. -- - _ , r-' �' NSF ,. K, g$ _..��= � ; ti ,i`r o ?'AIL :::__.� � __.___ . � - _---__ _�`�... _____�_. _..:$�• _ � � �: ��.; •��,�r ,,� �� W`,;�' � � C. II ARE DRAIN DE I--.. __._ _.___ _ __. _ _-. ;, j ,• 1 . t Y I, r i , 1 PROP. RETAlNINGI WALL _ , @___f�NOT '"TO SCALE I • � -- �� `�� _ '�$ � I �3`� ''� !! ., PER ARCHITECTS PLAN I iJ�c� $2 H=J= MAX �l LIMIT OF j � $ 1$ x .T_.._ __."Off..__.._ GRADI T WORK �' p/L NGICU _. j - � r _ -° �, `�? r I '. SS `t• f.( I { .4- ; $2 a TURF AREA 3 ZO' 17� i 'r N,.Y � 4t � " t ,�. $k( �..-a--.+•.-,.-._•� }_ �'a' •(G 3 � ° � ��_ l i " .�,1 \, L....,.. ,,._,.. _.._.-«.. _._•_-..._. _..._.._ __..-.._., t \ [�' t' !'� ` �G �t s _: ..._...._...._...,-.._..fir i �L`� O E1' FS P1a 2--8 RET. WALL4s r i_. - ,- FS P� PCC WALK P� i -_r.. �_�.._ ,.._�__ �._..... ,..w_.. _.._.;--1• _ ,_+ ___ ; , '-r`'a� $p. $2• 5'I $2 S $2 p w.__ .1 .01 R PL QER PER ARCH. PLANS I , A L� J/ '��•,,^ ,,:•` i 'v"43Ht. �, t-i t�,`y� • /+`,/+� !� ✓ • ✓ .,t�J„„_+-_'_"____� 3 /`'!,09 • P 6 MIN � � J" +( ,r• I � �1 -•-:—•— "' - .,:�. ``,, j � •r ��:' $�26 ,83�p Y ' • �$ti55,�' "_ ��- $IFS ppE PER a 4 INLET I .. MERGENC ' �.` (__...- .,..._.__ _.. s �`' k1$ ......-. 3.. - i spy -:�. ' � $ ? 1 #gip'$ `� $ -` A I _._. ,,`.._. �.... 4l 3, ,,� ? �---F $�' a2� ? r!r S FS€ ;, ; $ \ rf .� EX Sr _ ''�L.3� FS � j v 1 $3 • G D/L FILL as NOTES. o �.�_` ,._- a, CONSTRUCTION B I 8p . G PCC PROP. RETAINING WALL PER ARCHITECTS PLAN \ E O '� H=3-4 MAX CONSTRUCT RETAINING WALL �+ PER DETAILS ON ARCHITECTS PLANS G W Q o ., " � INSTALL 6" DIA. NDS AREA DRAIN t•. a 6 PVC RISER — — — _— r PER DETAIL HEREON. W, _. ..._ wow• z...�� ._. _.____ --.__ .,___._ ; � „> •a: `._ u t .mot s >.. : `.: 6" PVC n S=O.OlO •' � �3 INSTALL 6'" PVC. • _ EXIS77NG SIDEWALK � � 1rr of f r �' ..__...__�.:_.__..__.. _ ............___..... ..,. (PROTECT) r _ - O PALM DESERT STD 111. 4 INSTALL _ _-r, __. . _..{3 :., .c• � .. `. :_._..._. _ ,-• __.._ _. _ __' .. _. _.._._, _........._f _ Z'";> �_-- "` DRAIN PER CITY OF PALM DESERT STD 200-1 CASE B. J ` `� SECTION A— A �„ �' z ��' ',' . • EXISTING.STEEL�,UD r� �5 : , ' y SL' l�l jt/ k' A ' !` r'e` ~ ` {` 6 INSTALL 12"x12" NDS AREA DRAIN . !•., 3 N.T.S. t EXISTI�lG FIRE .HYDRANT j_ PER DETAIL HEREON O " 07 INSTALL 3 PVC SCH. 4Q RAIN AND WATERPROOFING .:_ .,.__... _.__ __.__.. ....-___ ___ _._._. .._......_ _-__ = X BELOW GRADE WATERPROOFING A WA USE THE MUL77COAT SLATE _.._._ ___._..• ,..._...__ ....- -.n. ., .._ . ._. __. , Q FOR SYSTEM BY MUL T1CDA T PRODUCTS PER MANUFACTURER'S SPECIFICA]IONS. 1 5 � / I` EX. CURB & GUTTERS ® 4" PERFORATED PVC SCH. 40 W/ 1 CF/LF OF GRAVEL DAPPED IN RL TER FABRIC.,. (PROTECT) CONNECT SUBDRAIN DIRECTLY TO DRYWELL DESIGNED N U 4GVESS,o KMS L 0 A E W Sq � 'a CHECKED S A N p A � �� k0F KMS �? z rDATE w NO. 44180 m 8 6 00 .�' NOTE' SEE ARM1TEii TS PLAN ss= Exp. 6/30/01 �� \� � SCALE FOR RAMP BON[ DETAIL .�� C I V I L �� 1 =t 0 fioF CA01 PRECISE CRANING PLAN JOB N0. w IN THE CITY Off' PALM DESERT � oo—�soo—�2s ' Service Alert W SHEET N0. Under round GRAPHIC SCALE REF ORE yoG APPROVED: t� a '� o s to PREPARED UNDER THE DIRECT SUPERVISION OF: o40 TOLL FREE /-i L-a� GR2 Cal(. a-� KURT M. SAXON R.C.E. 44180 EXP. 6/30/01 RIC ARD J. FOL S EXP 12/31/01 1 —8 0 0 ( at F'm DIRECTOR of PUBLIC WORKS R.G.E. 25320 1111>� — 6 Q Q i inch = 10 n• SHEET 2 OF 2 227 2 APPROVED DATE NO. REVISIONS } ORKING DAYS BEFORE YOU DIG TWO W r