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BUILDING FLOOR PLAN
A..1 '4A AUTHORIZED REPRESENTATIVE.-e i%d I"A 1.x .4-d. 'A, CITY'S AUTH0121ZED 3. THE CONTRACTOR SHALL NOTIFY THE
P-2 FIRST FLOOR PLAN ABB VIATION O (2) WQRKING DAY5 P121OR TO START OF CONSTRUCTION$II4, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS 'TT7— 77 7 77 If �7 7% 7 OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING,�Xx S Ir _,A -- ----p V,I?Ir V T -It I 4C '4 OPPOSITE SUB- TRUCTURES. IN THE EVENT OF SUB-STRUCTURE DAMAGE)END OF CURVE OPP,
AT E.C. -XPENSE THE CONTRACTOP SHALL BEAR FU.L RESPONSIBILITY AND TOTAL E Ie Al2EA A.B. ANCHOR BOLT E.C.P. END OF CURB RETURN PsAs PLANTEk > IIENT OF SAID SUB-STRUCTURE41 I-t ,C F,FOR 12EPAIR AND OR 12EPLACEM IIA I K r IA.B.S. ACRYLONITRILE BUTADIENE EXPANSION JOINT P131 PULL BOX Iit -HO1 10 NOTICE TO AFFECTW i5. TPE,CONTRACTOP SHALL PROVIDE 72 A _%I4, V UTILITIES WHEN RELOCATION Is REQUIRED, 7:
IPIPE ELEV. ELEVATION P,C.CON STYPEN'r C, PORTLAND CEMENT CONCRETE A,C. IASPHALTIC CONCRETE Ea. EQUAL P,C.Cl POINT OF COMPOUND CURVE IF.-ST, PL CONTRACTOR SHALL NOT CONDUCT AN C,Y OPE�RATIONS OR PERFORM A E ESTIMATE PROPERTY LINE 6, THE 4 A AC ACRE ; 'Y"' %e L "_N":1 EACH WAY Pop, POWER POLE ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOU12S OF 4130 P.M. Ile-I ,IL P IK, V 'A A.C.P6 ASBESTOS CEMENT,,A x EX, EXISTING -.00 A.M. ON ANY DAY NOR SATURDAY, SUNDAY' OR HOLIDAYS AT ANY ALTERNATE P'S'l, POUNDS PER SQUARE INCH AND 7 ALT IEXC. A ROVED ALUM ALUMINUM PIT. POINT TUME EXCEPT AS APPROVED BY THE CITY'S AUTHORIZED Pt:PRESENTATIVEO FFE FINISH FLOOR ELEVATION APPROXIMATE P6T@ POINT OF TANGENCY
APPROX. 7. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC 0, t t'A y.'�K :,.c It FG FINISH GRADE POLYVINYL CHLORIDE AVE AVENUE PVC DURING THE PROCESS OF CONSTPUCTIONP FIRE HYD12ANT RADIUS AVG R,;RAD, A 8. THE CONTRACTOR WILL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS 4
FL FLOW LINE REINFORCED CONCRETE PIPE etc BEGINNING OF CURVE R,C.P. FOR TRAFFIC CONT120L DURING CONSTRUCTION. 4 fe It 14 4Z N LE SCHOOL DISTRICT DAT9 F'OIBI FACE OF BUILDING TEMECULA UNIFIED IBOTTOM OF CURB RD ROAD 91 THE CONTRACTOR SHALL NOTIFY UNDERGROUND 8ERVICE ALERT BEFORE I t CAI F'O.C, FACE OF CURB BEGINNING OF CURB RETURN Q,C,V, REMOTE CONTROL VALVE START OF CONSTRUCTION (800) 422-41330 BLDG BUILDING FS FINISH SURFACE REF, BID SET 5/2/01 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL tX A t-A DATE ACCD BLVD BOULEVARD FT F=5ETj FOOT REQ, 12EQUIRED JOB# 559-05 DU121NG CONSTRUCTION AND MAINTENANCE PERIODS PAT11
IBENCH MARK FOOTING B,M1 Rp RAILROAD ON 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONST12UCTION : % I ..1.GA. GAUGE <' DATE: MAY 2, 2001 RIGHT T C, S 13 L*"T as BOTTOM OF STEP PIT, --------....II" le GALV. GALVANIZED FENCE Al2OUND ENTIRE PERIMETEP OF THE AFFECTED SITES.BW BACK OF WALK RWD 12EDWOOD OF WAY 12. THE CONT12ACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY GC.C CENTE12 P/WiR.O.W. RIGHT le 771<G.L.B, GLUE LAMINATED BEAM PERMITSO CI)CONDO CONDUIT 120S ROUGH SAWN -kL N
IG.P.M, GALLONS PER MINUTE IFOONIA CODE OF REGULATIONS (CCR)"L A 13. ALL WORK SHALL CONFORM TO TITLE 24., CAL CB CATCH BASIN SOUTH SOX,
GQ, GRADING 14, CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY C.F. CURB FACE SCH -if C E G CUR B AND GUTTER GQND GROUND SD STORM DRAIN AN ADDENDA OR A CHANGE ORDER APPROVED BY THE DIVISION OF THE STATE Underground Service Alerf GUY GUY WIRE C,j, CONTOL JOINT SEC, SECTION ARCHITECT AS REQUI12ED BY SECTION 4-338PART I., TITLE 24 CCRO PTO HEIGHT ICIP CIRCLE SG 15, A P120JECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNr=P) AND APPROVED L HOP HEADER CL CENTE12 LINE SHT SHEET BY THE DIVISION OF THE STATE Al2CHITECT SHALL P12OVIDE CONTINUOUS INSPECTION Ilk Cole CAST IRON HORIZ SF SQUARE FEET Call: TOLL FREE CTOR ARE DEFINED IN SECTION 4-342, PA12T 1,OF THE WORK, THE DUTIES OF THE INSPE I -I..ED METAL PIPE HP HIGH POINT SPEC SPECIFICATIONS e C.MIPI 6, �`:.r#e ItK ID INSIDE DIAMETER TITLE 24 CCR CLASS 2 REQUIRED. IC.M.U. CONCRETE MASONRY UNIT Sol SQUARE 1 ---" 800 0� K A, P;w <1 x It A:<
Coo, INV. INVERT ST STREET 16. SWIMMING POOL SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS$ ICLEANOUT L
< ;r K IRR, IRRIGATION STA, STATION ICONC CONCRETE 22 ----, 4 1 33 ID APP VA CONST CONSTRUCT/CONSTPUCTION oUNCTION BOX STD' �7 A�e ICONT. CONTINUOUS JTS JOINT S4S SURFACE FOUR SIDES IX ON ION A E Y L, LENGTH OF Al2C TC TOP OF CU129 CONCRETE PIPE le IiI �Ic K ICop, CURB RETURN LA. LANDSCAPE Al2CHITECT T,C.B. TOP OF CATCH BASIN A TWO WORKING DAYS BEFORE YOU DIG A_%'p
A x it X K iCSK, COUNTE12SINK LAT. R TF TOP OF FOOTING ALL WORK SHALL BE IN CONFORMANCE WITH THE LIST OF 1999 ivv-N ,10 A CUBIC LF LINEAR FEET TG- TOP OF GRATE XV CU, CALIFORNIA CODE OF REGULATIONS. IICu. FT. CUBIC FEET LT. LEFT T G TONGUE AND GROOVE Ne�' I?-:CUBIC YARDS MAX. MAXIMUM TS TOP OF STEP CY 2, THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, I1. �K I IL DET. DETAIL mFG. MANUFACTU12ER TW TOP OF WALL SHOPING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE Ixx D6F, DRINKING,FOUNTAIN M.P. MANHOLE TYP, TYPICAL 1� X yr CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE <tP X-z DOUGLAS FIR MIN, MINIMUM Vs VOLTAGE Al2CHITECT OR ST12UCTUPAL ENGINEER9 THE CONTRACTOR IS RE8PONSIBLE A.r�V.i<NORTH VIC, VERTICAL CU12VE OG DECOMPOSED G12ANITE N I I'�IC�x <V&)e 0 'S A FOR P12OVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES I11 X'X <.jr OlAj DIAMETER N,l,C, NOT IN CONTRACT VERT6 VERTICAL �ty If it .x
01 IP, X.NECESSARY TO EXECUTE THE WORK, OBSERVATION VISITS TO THE SITE *�NO-j NUMBER W/ WITH DIM DRIVE CONSULTANTS SHALL BY THE LANDSCAPE ARCHITECT OR ANY OF HIS I �p A I -,e %, 1�,%:k
< >(i % le.y X. A IIINOT TO SCALE D,-.-) DOWNSPOUT N.T.S, W WEST NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.EAST Oc ON CENTER W.P. WATERPROOFING IIlk I <-,.e K EA EACH OD OUTSIDE DIAMETER WWm WELDED WIRE MESH 31 PROVIDE CONSTRUCTION FENCE TO PROTECT VV012K AND TO INSU12E SAFETY tA X 4 K 4 I9';,L,p,, r A IN A II7 I., V. KX�� 9-C IK Ile I'VI x! 9 I�N A .I 14 <1%L TO THE PL-J8- IC. COORDINATE WITH THE SCHOOL DISTRICT ACCESS TO OTHER %'K I<;PORTIONS OF THE SITE AS PEOU112EDO Ir f L <rIe IK 7 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND-JIS RE RESENTATIVE OF ANY
SCAPE AD f"EUTECT OR I DIMENSIONAL ERRORS, 0-M-18SIONS., OR DISCREPAN- I000-nRICATING ANY WORK\,N�Ds Ape CIES BEFOR-E BEGINNING OR FA 0 y m A T M U A A I I D LAJ S H I
01 02 po 30/01 D SIGN GROU INC T1
OF 0� PLANNING AND LANDSCAPE ARCHITECTURE
31591 CAMINO CAPISTIRANO, SAN JUAN CAPISTRANO, CA, '92615 OF
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"(E)"TOW-AWAY" SIGN
PER A-60074 \
EXISTING "TOW AWAY" SIGN UPGRADE \\
CONTRACTOR SHALL ADD TO EXISTING SIGN: /
THE PHONE NUMBER FOR VEHICLE RETRIEVAL(909)506-7914
(THE PFIONE NUMBER SHALL BE STENCILED-IN ON TH8 \\
$XISTIN0 SIGN WITH 1"F[IG}S BLOCK LETTERS,PAINTED KIN A
CONTRASTING COLOR.)
(E) BLDG, "Ell
A-60,074 �
� 18 \ DESIGN GROUP, INC.
Y. s�ai n c°w LANDSCAPE caeisrnauo nxn noscnae nacxIrecTuxe
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(B4B)�183-2800 � �AFA% �849) 493-2090
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27 MAX. \, re epartme access, egress and gate entrances
ave been revl wed for compliance with Section
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WALL FACE / 3aO5 and 3A6 Itle 19
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Fire - flow a fire hydrants have been reviewed for
FLOOR LINE \� compliance ith State Appendices III-AA and III-BB, CONSULTANT
P a rt 9, Titl 24
SECTI ON � i� ,/ � ,,, �j �pNOSCgp
\ _GY23 J— 4aS 03' � ' .�9P0—yyJ`bci cciJ% f
Name f Reviewer Title of Reviewer y��o PQR� P qy 9P"
A EXISTING WALL MOUNTED HI—LO DRINKING FOUNTAINS �, - - - � ,
� � /� EXISTING ACCESSIBLE PARKING SPACES � OZ
i � � (E)D.P. &VAN PKG. STALLS,STRIPING,PAVIN \ / /+ Sc ?
��M CCe.._C�Q- / [ P[' �6y,Jf C(�s ________ f p� 30/Ol
� VAN SPACE � EhfBLEMS,SICNACE&CURB CUTS PER A-60074 � — --------`------------ I.." Q�
� \ / T le of Fire Authority �Aj or c a�\E(E) BLDG, "B"
A-60,074 � � � �,
�j3�o _4=s_ess _G9K.,!<-�SZtyt-
� Address of Fire Authority
\ � 0 VAN SPACE (0 V&
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O
Phone Number of Fire Authority
\ — / STING P / ------
� -w a ' SIGN PER a-6007 5 fA�D�.Rl senses � � Signature of Reviewer Date of Review
rE L2.1 � — � SP 9 V�1V C SItlCESSI➢LE
� SPACF
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OS O L Pr E \ /
SHEET TITLE
rD
$. I / L22 � r 8 SI E NGSPACBS NOTESIPP T L S EE L 4. � ACCESS
— � I. PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ACCESS PLAN
A A E \ � F � / WITHOUT ABRUPT VERTICAL CHANGES EXCEEDING I/2" AT 1�2 MAXIMUM
.r 2 T-2 L2.1 '. ., i L2.2
1 � E � SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VE�.)TICAL.
0"�
X— --- � i MAXIMUM CQOSS-SLOPE 2% TYPICAL. THE CONTPACTOP2 SHALL VEPIF Y
__ 2
..-.- _.._ Lz.z THAT ALL BARRIERS ON THE INDICATED PATH OF TRAVEL
Of
( rBIC NAVE BEEN REMOVED.
� Z PPOVIDE FIRE KNOX BOX AT EMERGENCY ACCESS GATE, EXACT REVISIONS OAT E BY
LOCATION TO 8E DETERMINED BY FIRE MARSHAL. eio SET s/oz/oi
0111 ell
&� REFER TO ARCHITECTURAL DRAWINGS FOP., QESTROOMS LOCATED IN
00000, POOL BUILDING,
i
O 00,
ED/16FTs' \ � / 4. ALL GRATINGS LOCATED IN THE SURFACE OF ANY PEDESTRIAN WAY IN
,SH&ET DDP"
� E c THE PATH OF TRAVEL GRID/OPENINGS SHALL BE 1/2" MAXIMUM IN
iz.z Lz.a DIRECTION OF TRAFFIC FLOW. SEE CIVIL ENGINEER'S DRAWINGS AND
� AQUATIC DESIGN DRAWINGS.
GE (RE
S) 5. SEE ARCHITECTURAL DRAWINGS FOR SIGNAGE AT TICKET
V\/INDOW/MAIN ENTRANCE INDICATING AVAILABILITY AND
2 ARRANGEMENTS TO OBTAIN USE OF ASSITIVE LISTENING DEVICE .
S AND roe # 559-05
DISABLE LIFT FOR POOL ACCESS. oEsicNeo L.M.
DRAWN S.H.
CHECKED L.M.
DATE MAY 29 2001
\. L2.2 Ltd
a E LEGEND
\ ca.a / � / o ao eo
o y p. .._ SCALE: 1 ° = 406.1
ACCESSIBLE PATH OF TRAVEL
SHEET
T2
OF
ALLOW USE OF EXIT AND PE13ESTRIAN �
ACCESS ON GAME DA YS n
\SAS
\R�AD
RJM
DESIGN GROUP, INC.
cnxxIxc ,wu cwosceee encxIremmRz
- � 31681 A111N0 CM13fRAN0
SAN(89B)JVAN 4B 26UO��NO, CAp92676 Be) 403-2080
) PROJECT TITLE
110
o �
CONSULTANT
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\ / � 30/01 \Q
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IN
(jYMNAS UM
SHEET TITLE
LEGEND
6,02YMNA5tUM QUtAiP ( / CONSTRUCTION
CONSTRUCTION ACCESS FENCING/
gnome wmm"
STAGING PLAN
lqwqw NOW 'NOW
IN~,-- - - STAG � / CONSTRUCTION FENCE
A v
REVISIONS DATE BY
BID SET 5/02/07
,� i
�� TEM�'pRARY PEDESTRIAN ACCESS
ooeF
Aim
NOTES,
i
CONTRACTOR SHALL COORDINATE WITH THE SCHOOL roe y sss—o5
DISTRICT PROVISIONS FOR VEHICULAR, PEDESTRIAN AND DESIGNED L.M.
'Ss / EMERGENCY EXITING AROUND PERIMETEIL OF DRAWN s.H.
AINTAIN �—O�� WADE i � CONSTRUCTION SITE DUPJNG SCHOOL HOURS. CHECKED- L.M.
PEDESTRIA CC SS4),
� DATE MAY 2 Zoo,
0 40 80
SCALE: 7" 40�
o \� SHEET
rrnr o u 2���at T3
OF
GRADING NOTES EROSION CONTROL NOTES.
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, AS AMENDED BY 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCTOBER 15 TO
ORDINANCE 99-23. THE OWNER WILL PROVIDE A CERTIFIED CONSTRUCTION INSPECTOR (APPROVED BY DSA AND APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING.
THE ARCHITECT) FOR PROJECT INSPECTION.
2. IN CASE OF EMERGENCY, CALL KEN SCARDONI OF TEMECULA VALLEY UNIFIED SCHOOL DISTRICT AT _ 909 695-7115_0 FOR
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM
OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN
ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS).
3• MAXIMUM CUT AND FILL SLOPE -- 2:1.
4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILES AT CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY
APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS.
T THE APP PWOO '�
Rim
THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT E r
DESIGN GROUP, INC.
FILLS OVER 1 DEEP.
6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 27285 ]c AND LANDSCAPE ARCHITECTURE
2728b ]AS RAMHLA9, SUITE 260
GIN SHALL. SUBMIT TO THE CITY OF TEMECULA S ENGINEERING DEPARTMENT A FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT.
VI ENGINEER
A REGISTERED I L
CA. 92691 C
MISSION(71 ) 582-IEJO, a FAX (714) b82--0429
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING VVI CHE TER AND NICOLAS
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, AND
AND LOCATION OF CUT FILL SLOPES. DESILTING BASINS, ETC.
Y FROM THE FACE OF SLOPE AT THE CONCLUSION
DRAIN AWAY 0 PROJECT TITLE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. GRADED AREAS AROUND THE SITE PERIMETER MUST DR W
OF EACH WORKING DAY.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
9
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
INVESTIGATION BY KLEINFELDER DATED SEPTEMBER 26, 2000.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CERTIFIED CONSTRUCTION INSPECTOR 10. DESILTING BASINS TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER
N RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE ROUGH GRADING PLAN. F I A
WHICH SHALL INCLUDE FOUNDATION DESIGN CO
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
110 THE DEPARTMENT OF PUBLIC WORKS RESERVES TIME RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN
10. THE CONTRACTOR SHALL NOTIFY THE CERTIFIED CONSTRUCTION INSPECTOR AT LEAST 24 HOURS IN ADVANCE AS DEEMED NECESSARY.
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 12. INFORMATION ON THIS PLAN IS FOR EROSIONO
CHANGE.
NCONSTRUCTIONLEGEND
TWO INSPECTIONS ARE REQUIRED FROM THE DEPARTMENT OF BUILDING AND SAFETY. ONE PRIOR TO PLACING
OF CONCRETE OR ASPHALT IN AREAS OF HANDICAP COMPLIANCE AND SECOND INSPECTION AFTER ALL 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLANTING.
CONCRETE AND/OR ASPHALT HAS BEEN COMPLETED AND PRIOR TO FINAL INSPECTION. CALL 24 HOURS
LLB MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL MAINTAINED AT ALL TIMES QUANTITIES PROPERTY LINE
PRIOR TO INSPECTION. 14. AREAS SHALL E
NO. DESCRIPTION
(INCLUDING ACCESS TO NEIGHBORING PROPERTIES). •
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND SITE WORK
-•�• ---�-„ GRADING PERMIT LIMITS
COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL
RAINING SEASON, UNLESS ADEQUATE TEMPORARY PERMANENT DRAINAGE FACILITIES HAVE (D CONSTRUCT 3 A.C. OVER 4 A.B. 12,925 SF EASEMENT LINE
SECTION 17.08, PRIOR TO THE APPROVAL OF FINAL INSPECTION. OCCUR DURING THE R G SE /
BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, OR NATURAL WATER COURSE.
2 CONNECT TO 18" STORM DRAIN 1 EA --- - - -- -- - FUTURE STREET RIGHT-OF-WAY
TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
CT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED 3 CONSTRUCT CONCRETE MOW CURB PER LANDSCAPE PLANS 467 LF --�---- --�--- --- -r- --� SURROUNDING PROPERTY LINE
16. THE CONTRACTOR SHALL CONDO S
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM ' HET L2 1 DETAIL B 300 LF
A HALL BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 4 CONSTRUCT 6 CONCRETE BLOCK WALL PER SHEET , .".•••.�.Mv.M�.-����-'I C���aC�.-••�..._...w••••••....... EXISTING CONTOUR
KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A RUNOFF FROM ONE ARE S
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
5 CONSTRUCT 6" CONCRETE PAVING -- SEE LANDSCAPE PLANS 600 SF ���������" EXISTING SPOT ELEVATION
17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY;RELIEVE THE CONTRACTOR FROM HIS
CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST
14. DURING ROUGH GRADING OPERATION. AND PRIOR TO CONSTRU 6 CONSTRUCT 6" PLANTER CURB PER LANDSCAPE PLANS 122 LF
c� FLOW LINE
TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT OF, BUT NOT BE LIMITED T0, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE
NECESSARY TO PREVENT CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE I 2 EA •�
PROPERTIES. 7 � CONNECT TO EXISTING STORM DRAIN
PROPERTY AS A RESU
LT OF THE CONSTRUCTION OF THIS PROJECT. --�- --12"1111�----- --~ EXISTING UTILJTY LINE
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 8 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL A, SHEET .-•4
4 EA (TYPE AND SIZE AS NOTED}
18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15. JOIN
„ JOIN LINE
of 1 EA
N CONTROL AS TIME CONSTRUCTION
16. ALL EXISTING DRAINAGE COURSE ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION 9 CONNECT TO 12 STORM DRAINtw I
STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT SLOPE PROGRESSES
IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY.
" SHE C--4 590 LF FLOWLINE •� •
10 CONSTRUCT 4 PVC, SDR 35, STORM DRAIN, BEDDING PER DETAIL B, ET
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL
" DRAIN, BEDDING PER DETAIL B SHEET C-�4 285 LF -- 3'�-pn V--GUTTER
OF 11 CONSTRUCT 6 PVC SDR 35, STORM D N,
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE--TENTHS (1.5) SHALL BE SUBMITTED BY GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION ,
SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT LIMITED TO: „
PAVED ITCHES WITH PROTECTED OUTFACE AREAS; 12 CONSTRUCT 6 ATRIUM DRAIN INLET PER SHEET L6.1, CONNECTION PER 29 EA CURB AND GUTTER �ar�
HEIGHT. TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR P D
GRADED BERMS AROUN
D AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINED DETAIL B, SHEET C3
ESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; CURB ONLY
18. A REGISTERED CIVIL ENGINEER SHALL_ SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE PONDING AREAS TO D CONSTRUCT 12 GRATE INLET PER DETAIL A, SHEET C--3 4 EA 9�0
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE PROTECTIONS SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TOP GRADE, AND EARTH
GRADING TO DIRECT DRAINAGE AWAY FORM THE EDGE OF THE TOP OF SLOPES SHALL >> i� PROPOSED CONTOUR LINE �
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE BERMS AND APPROPRIATEG 14 CONSTRUCT 10 PVC, SDR 35, STORM DRAIN, BEDDING PER DETAIL B, SHEET C-4 225 LF
ABOVE ADJACENT GROUND SHALL BE GIVEN. BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN
STREET LIGHT
PROGRESS. 5 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF TEMECULA STD. 207 1 EA A___0
n
WV
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITI-I ROSEA ICE PLANT AT 12 ON CENTERS OR
CONSTRUCTED PRIOR TO EXCEEDING
UT BROW DITCHES WHERE REQUIRED ON THE PLAN, SHALL BE C " P C.C. CURB TO MATCH EXISTING 34 LF D4 VALVE
ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 20. TOP OF C 16 CONSTRUCT 6
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' TWELVE (12) FEET OF CUT MEASURED VERTICALLY,
IN VERTICAL HEIGHTS SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
7 CONSTRUCT 1--FOOT DEEP LIFT A.C. 100 LF � PROPOSED FIRE HYDRANT
U.P.C. CHAPTER 10•R. 21• CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION -
CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO 1$
CONSTRUCT PAINT STRIPING PER SPECIFICATIONS & DETAIL B, SHEET C�-3 LS ■�I
FOR GRADING OPERATION AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM OF THE RAINY SEASON. BUILDING
THAT 1 4 PER FOOT BLDG.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS /
NOT LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT 19 CONSTRUCT P.C.C. WHEEL STOP PER DETAIL C, SHEET C-3 2 EA C.B. CATCH BASIN
MINIMUM OF 3 FEET. THESE MEASURES MAY INCLUDE BUT SHALL BE
T PRESERVE VEGETATION BEYOND THE LIMITS OF GRADING. G/L CHAIN LINK
FENCES. CARE SHALL BE EXERCISEDO
O CONSTRUCT CURB RAMP PER A.P•W,A. STD. 111 4 EA C&G CURB & GUTTER
21. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED.
C.L. CENTERLINE CONSULTANT
22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 21 SKIPPED �'
R COR C.O. CLEANOUT
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY RESPONSIBILITYF0
RE REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC 5 EA CONC. CONCRETE
CONSTRUCTION/GRADING. Q � CONNECT ROOF DRAINS TO STORM DRAIN -- SEE PLUMBING PLAN p STORM DRAIN 00 WORKS FOR APPROVAL.
DWY. DRIVEWAY �- �-
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS PROTECT IN PLACE LS ELEC. ELECTRIC � � ��
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL
E.P. EDGE OF PAVEMENT w a
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY TIME CITY OF TEMECULA INSPECTOR. FIRE WATER
S F.F.
FINISHED FLOOR �" a
CITY ENGINEER FOR REVIEW AND APPROVAL.
.� F.H. FIRE HYDRANT
3o SKIPPED �
FLOWLINE a °'
F.L. a
F.S. FINISHED SURFACE �'d z • ` '
31 SKIPPED ,^ vi z 4
G.B. GRADE BREAK
,� „ H.P. HIGH POINTr-r-
3 CONSTRUCT 12 x $ x 8 TEE 1 EA •
INV. INVERT
3 CONNECT To EXISTING FIRE WATER LINE
LS IRR IRRIGATION
L.P. LOW POINT
34 CONSTRUCT 12 GATE VALVE, VALVE CAN PER RCWD STD. R--30 1 EA M.H. MANHOLE
P.P. POWER POLE
NOTICE TO THECONTRACTOR
35 CONSTRUCT 12" PVC, C900 CL 200, FIRE WATER LINE 470 LF RCWD RANCHO CALIFORNIA WATER DISTRICT • �
FOR o SITE :,
AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY JOB R.D. ROOF DRAIN
CONTRACTOR A ES
36 CONNECT TO EXISTING 8 LATERAL 1 EA R.O.W. RIGHT OF WAY
c�
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PHIS PROJECT, INCLUDING
• ST.
N PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
S A P 1 EA STREET
SAFETY OF ALL PERSON D ,
• 3 CONSTRUCT 12 , 90 ELBOW
NORMAL WORKING HOURS AND THAT THE
T N0 L LIMITED 0 BE IM T.C. --"
CONTINUOUSLY AND NOT L
TELEPHONE •
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER DOMESTIC WATER
TEL. ' Q
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
T.G, TOP OF GRATE �
" 15 LF TOP OF FOOTING
M THE 40 CONSTRUCT 3 PVC SCH. 40 WATER LINE T.F.
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM E
T.W. TOP OF WALL •
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
. " „ 1 EA S SANITARY SEWER �
41 CONSTRUCT 4 x4 x3 TEE
W WATER
4 CONSTRUCT 6" x 6" x 4" TEE 1 EA W.M. WATER METER
W.V. WATER VALVE
OWNER
EARTHWORK OUANTITIES 4 CONSTRUCT 4" GATE VALVE, VALVE CAN PER RCWD STD. R--3D 1 EA
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS TEMECULA VALLEY UNIFIED SCHOOL DISTRICT
44 CONSTRUCT 4" PVC, SCH 40, WATER LINE 496 LF
ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE 31350 RANCHO VISTA ROAD 45 CONNECT TO EXISTING WATER LINE 2 EA SHEET TITLE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TEMECULA, CA 92592 I T RAW CUT 3,200 CY 11,111111 AND ANY OTHER LINES - I4" �- ' ELBOW 1 EA
TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWNPH. 909 695 7115 W FILL O CY ,� 45 CONSTRUCT �90
FI RA L i�
N THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY DAV ALLAHGER
GRADING
NOT OF RECORD OR NOT SHOWN O CONTACT: MR. E G
TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUC TUES CONCERNED BEFORE STARTING WORK. P R 3,200 CY i' 46 CONNECT To BUILDING WATER �- SEE PLUMBING PLAN 1 EA
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND
p
p"rig 7 4 CONSTRUCT 3" WATER MTITLE
ETER (PRIVATE) 1 EA
TY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. •.EEC "i I : I Ir^: '3 a;'� R °: : e, a A° . I:.�� E a ; �".�� E I a E�
UTILITY PE , CIVIL ENGINEER
:•i p
Aa a l �p .E i ; e p
[ p"y9 Ea 9 �• 11.
� ,S : i I . .a A, , IE3?�:�IIae:II' I r •e E• � I�,��3 "i a 1 ai�iiE��i�. "°.�,i�' si6i IEEAA a'1 2.E i iliE iliilu , .•3 �
LOCATE ALL UTILITIES BEFORE CONSTRUCTION.
LEAS SHEET
• M CE CONSULTANTS, LLC ESPO SI BLE FOR
T HWY. #318THE GRADING CONTRACTOR SHALL BE R N 5D SKIPPED
1100 S. COASr ..VERIFICATION OF THE ACTUAL FIELD CONDITIONS AND
LACUNA BEACH, CA 92651 EARTHWORK QUANTITIES PRIOR TO THE START 51 SKIPPED -- n . ; ,.� ;:•, ' .:
VERIFYINGQ
PH: 949 376--6407 OF GRADING AND ACCOUNT FOR, DISTRIBUTING ANY EXCESS
CONTACT: RICHARD A. MOORE MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SITE TO 5 CONNECT TO EXISTING GAS LINE 2 EA
DESIGN GRADE. r�
- 5 CONSTRUCT 3 GAS LINE 612 LF i • .
LANDSCAPE ARCHITECT '�=�
54 CONNECT TO BUILDING GAS METER 1 EA r S.
MOISTURE BARRIER
I N �. ��j- .^_ti.�� .��� �� -• REVISIONS DATE BY
M DESIGN GROUP
DRAWING SHEET DES _..w._•�, _ �....___ �
RJ LINE
fxl6�-1ox10 WWM 55 CONSTRUCT � GAS L N 20 LF
31591 CAMINO CAPISTRANO VICINITY MAP
-�......_.....w
CONCRETE SAND
SAN JUAN CAPISTRANO, CA 92675 56 CONSTRUCT 3" -- 90" ELBOW 1 EA NTS
. • •, •. :4 ' . . •,. , � •'. 4:• " " . '4 PH: 949 493-�2600 T 1 GRADING TITLE SHEET
• •. l SHEET �.
A RI Ids SEWER
• �... : 4 4 CONTACT. LARRY MOU
. . , �• a •• .• SHEET 2 DEMOLITION PLANml
. .. .. . •, f . .'.. i19 60 CONSTRUCT 6 VCP SEWER 37 LF
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Underground Service Alert
FOR HIS BID(S) AND CONTRACTOS
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DESIGN GR..J�C.J1 , INC•
PLANNING AND LANDSCAPE ARCHITECTURE
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MISSION VIEJO, CA. 92891
(714) 682-7018 .0 FAX (714) 682---0429
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P*
SEE POOL DECK PLANS AND SPECIFICATIONS
FOQ CONCQETE VVOQK IN POOL APEA.
CONCRETE MOWCURB WALL W / PLASTER FINI TE PAVING 11UTSIDE P11 [1L DECK
•P*
4*`
•P
LEGEND: 1 .
!/8" 1 2 �■■�i �n
I. 2" SO. TUBULAR STEEL TOP, BOTTOM AND SIDE RAIL 2 5'-0" MAX. »
7 6 OPENING DOUBLE GATE ot- -goo- 41
(11 GAUGE). CENTER PUNCH TO RECEIVE VERTICAL PICKETS. 3'---6" OPENING. �- ul "'� �■■N
2. 2" X 6" TUBULAR STEEL POST' (I1 GAUGE) SINGLE GATEq/L .4
3-3/4" CL 4 a� •I
3. 3/4 5Q, TUBULAR STEEL 3 3/4 CLR. (Ib GAUGE). i i i 9
4 `� a a
o a•
TYP. 10 .a a. a
4�, FINISH SURFACE I I I
LEGEND, Q�
CONCRETE POST FOOTING - N
5. ,� 7 :� A. CONTROL JOINT .(b MIN. SPACING) 1 I/8 RADIUS EDGE
~ '\• 4•' \ • 'Vy ./r' `tit• ' `, l rf •
6. 90% COMPACTED SUBGRADE AND PER SOILS REPORT ,�. r .� ;1r r
w .iy :
:; b :� •y PAVING FINISH SURFACE PER PLAN,
7. PANIC BAR CREVICE. MODEL NO, 22L WITH BRONZE FINISH, 'y;: r 4 2. S
TRIM2 STRIKE N . 29 V PR DISTRIBUTE[) o NO. 3OL, S E O 9 BY ON DU IN AS
,.: .:;i r •� ;R '•,y t` , a .. . , .fir,, •.k .<. '� N 7
ti }. fir;' ' `� ,<` '•r`` 1 2
JOINT FILLER AN I/A TM 17 2 PREMOLDED
BY DOOR HARDWARE CONSULTANTS PASENDENA. MOUNT � •��• ..� �� � ��:� ''1 ���, � ��� ��•� �.K •� ��� �,,. .�,,k ��� r• �� �' 3. O S S D 5 , ,
r, e 2 6
PANIC BAR TO 5 WIDE X 1/8 THICK X 3'-6" STEEL BAR WELDED
f ;: ,,. i, i : ` SPONGE RUBBER FULLY
,r: � �, .„: .,�� .,, r� a :Y � ..� �. r: U COMPRESSIBLE WITH
C ONSULTANT
TO LATE. • r � ,. :% ,. ,{. K
RECOVERY RATE OF MINIMUM 95 PERCENT,
.tir r t rf ti` .lti x M
8. EXPANDED METAL MESH WELDED ON INSIDE OF GATE WITH •,, r ,, ;
ti se, f: r• i Q
4 4
U ! W X 1/8 THICK T F r f a 9 BACKER ROD CLOSED CELL POLYETHYLENE. NDSC
DOUBLE WIDE STEEL RAMS cn '� a 4. C O OS �,A Ap
t ) H 1 I ELF CLOSING HINGE AND (1) H 1 4 IL PRIM BY L 9, 3 G 5 s c os G G G 5 Co SPRING ,+� � � �K'• ��� � � � y
RTPOLYURETHANESEALANT
1 � �'rr � �:� .'ram ,�. ,J,k. .,r�`.
SaNOLASTIC TWO--PA
JANSEN ORNAMENTAL IRON SUPPLY CO, OR APPROVED EQUAL. .
4• , K B. EXPANSION JOINT" (18 MIN. SPACING) �
BY SONNEBORNE OR EQUAL. - --
2 5'-0" Q.C. MAX. 5 -0 O.C. MAX. 10. 2 SQUARE TUBULAR STEEL POST (11 GAUGE) � 00
r s •, Y r. O. 0 `
11. INSTALL IQ" 1 GA, GALVANIZED KICK PLATE N PUSH SIDE Q x w6I l 1 5 6. I/2 DIA. X 12 LONG STEEL DOWEL xp. /30/0�
� OF GATE. � � 24 O.C., PAPER WRAP ONE END, �
CENTER IN SLAB.
3-3/4 C R OF
�
TYP.
X
I I I A, PROVIDE LANDSCAPE ARCM-�ITECT W/ Cb) SETS OF °° a°° a •° °° °° I I ( •. NOTES,
III II III III II a S
0 SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR co I I t-1 I I 'a • •o.
--_•.I I I I i .
� .4 • .a A, LOCATE CONTROL JOINTS PER PLAN.
TO FABRICATION. w I I I
II II
a, • • ALIGN JOINTS WITH ADJACENT CURBS AND/OR
B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. -- - WALL JOINTS 0 10' O.C. MAX..
o ' C. COLD JOINT'
III II: :II a
C, ALL STEEL SHALL BE METALIZED AND PAINTED
w
o PER SPECIFICATIONS i� •• .. • ', " .• •• •• • .. F3, SEALANT COLOR TO MATCH ADJACENT
• " I I • °' ; 1 :�° 11 I PAVING COLOR,
II II O
III III III III
NO SCALE
LO C. INSTALL JOINT FILLERS AND SEALANTS
w 1 18
IN ACCORDANCE WITH MANUFACTURER'S
cL 1 S SPECIFICATIONS.
SECTION D, PROVIDE MANUFACTURER'S SAMPLE OF
• SCALE, 1/2"=I'-ON EXPANSION AND CONTROL JOINTS,
X
Q
IA
Y •
y y SHEET TITLE
-• • III I I .
`• • III II ' • III III III ,
A 4 III
• II II '
A a CONSTRUCTION
• • • . •II . • . III °.
• Q 6 ° ' DETAILS
.. • . . . • •III . ,� -III e°
III III00L GATE CIINCRETE J11INTING
5 1
2 5'---0" MAX. 5'---0" OPENING 5'---0" OPENING
3 1
3
REVISIONS DATE BY
N.T.S. " C
LEGEND, 3 3/4 LR 01 �
TYP. BID SET 5 O2 O1
" TOP, TT AN E RAIL.
I i i I I
!, 2 SQ. TUBULAR STEEL O , BOTTOM D SIDE
(11 GAUGE). CENTER PUNCH TO RECEIVE VERTICAL PICKETS.
2, 2" X 6" TUBULAR STEEL POST (11 GAUGE.)
N N
3. 3/4 SO. TUBULAR STEEL PICKETS m 3-3/4 CLR. (16 GAUGE)
4, FINISH GRADE
5 CONCRETE POST FOOTING. SLOPE TOP 1% MIN. SEE STRUCTURAL. LEGEND,
NOTES=
6. 90% COMPACTED SUBGRADE AND PER SOILS REPORT. » A. PROVIDE LANDSCAPE ARCHITECT W/ (6) SETS OF
O I, 2 SO, TUBULAR STEEL TOP, BOTTOM AND SIDE RAIL SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR
(11 GAUGE),CENTER PUNCH TO RECEIVE VERTICAL PICKETS. TO FABRICATION,
N N
NOTES= 2. 2 X b TUBULAR STEEL POST (I1 GAUGE.) B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH.
A. PROVIDE LANDSCAPE ARCHITECT W/ (6) SETS OF 3. 3/4" SO. TUBULAR STEEL PICKETS 0 3-,3/4" CLR. (16 GAUGE). C. ALL STEEL SHALL BE METALIZED AND PAINTED PER
SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR 4 SPECIFICATIONS, 559--05
q., FINISH SURFACE JOB B #
T FABRICATION. 001
7 5. CONCRETE POST FOOTING PER STRUCTURAL ENGINEER DWGS. DESIGNED
STAFF
B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH, a
:2 ILI 6. 90% COMPACTED SUBGRADE PER SOILS REPORT. DRAWN STAFF
C, ALL STEEL SHALL BE METALIZED AND PAINTED n IN 11 11 11 if 11. it -.11
P SPECIFICATIONS. � 7. (2) 3/4" DIA. MECHANICAL LOCKABLE CANE BOLT
PER PEC CA ONS
S L.M.
CHECKED
BY JANSEN ORNAMENTAL IKON SUPPLY CO, OR APPROVED DATE MAY 2, 2001
• N A 4 EQUAL. PROVIDE I" DIA. X 6" DEEP STEEL SLEEVE RECEIVER
0 j 4 • �
• III II
• _•• • EMBEDDED FLUSH WITH SURFACE, (2) EACH LOCATED
IN BOTH OPEN AND CLOSED POSITIONS,
• II a
4. 10 -- . . .
--- 8. HEAVY DUTY HINGES (3 PER GATE) BY JANSEN ORNAMENTAL
. 4 4 4 IRON SUPPLY CO. OR APPROVED EQUAL. SCALE: AS NOTED
• III .
. . •• •. •. . •• .• 9. 2" SO, TUBULAR STEEL GATE FRAME (II GAUGE). '
III III
10, LEVER LOCK GATE HANDLE BY BEST ACCESS SYSTEMS, -
MODEL NO. 93K7015-D-STK-626-ITL (CYLINDRICAL) - 805 295--0190. z -• :: T
� SH EE
SECTION-
CONTRACTOR TO SUBMIT FOR REVIEW AND APPROVAL BY M -
». - N CITY PRIOR TO FABRICATION AND INSTALLATION,SCALE I/2 I O
OF
2-1/4" 25'-0" OPENING MAX. (SEE CONSTRUCTION PLANS.)
2-1/4 LEGEND:
6'-0" O.C. MAX. 1. 1-5/8" O.D. TOP RAIL, GALVANIZED STEEL PIPE, TYP.
3" 2. RAIL END, TYPICAL �
3. POST CAP, GALVANIZED. SIZED TO FIT SPECIFIED .
� I � POST, TYP. 1 LEGEND:
O4. STRETCHER BAND, TYPICAL o O 1, 35' HT SEAMLESS TAPERED 6" DIA. ALUMINUM FLAG
2 12 O 5. TENSION BAR, TYPICAL - 4 SIDES. � � POLE WITH REVOLVING TRUCK AND ALUMINUM BALL.
13 6• 2" GRID MESH, 9 GAUGE CHAIN LINK FABRIC ►`%i 4'-a" DIA. 2, BASE COLLAR
3 13 WITH KNUCKLED SELVAGE, TYP. AT TOP AND
I 19 BOTTOM. O
19 I 7. 3" O.D. FENCE POST, GALVANIZED STEEL � �' 2 3. 2" THICK WATERPROOFING COMPOUND
8. 1-5/8" O.D. MID-RAIL/HORIZONTAL BRACE, GALVANIZED
Of STEEL PIPE 6" 4. EXPANSION JOINT PER DETAIL D, SHEET L-2.1
01 > 9. 3/16" TENSION WIRE CABLE, CONTINUOUS 15
q- AT BOTTOM OF FENCE
5. 6" CURB BEYOND.
10. CONCRETE POST FOOTING. SLOPE AT 1� MIN.
� rj0110 > � q. 11. 90� COMPACTED SUBGRADE � 6. #4 REBAR TIES @ 12" O.C. EACH WAY.
dv pv
I J 12. 1-7/8" GATE FRAME, WEDDED, GALVANIZED STEEL PIPE. �' • O 7. DRY PACKED SAND
d- �
� d RJM
6 16 q. 13. HEAVY-DUTY GATE HINGE, (2) PER GATE O
I A 14. 1=5/8" O.D. INTERIOR UPRIGHT. � 2 8 8. 16-GA. GALV. CORRUGATED STEEL TUBE WITH
15. FINISH SURFACE OF A.C. PAVING 4 � DESIGN GROUP, INC.
7 � °- INTERNAL CENTERING WEDGES, BOTTOM SUPPORT PLANNING AND LANDSCAPE ARCHITECTURE
g' PLATE WITH LIGHTNING SPIKE. SAN JUAN C PI RANO�CA. g2876
6. TRUSS ROD, TYP. ' b .. . �'��: + � (949) 493-2800 o FAX (848) 493-2890
8 17 17. 1-7/8" INDUSTRIAL LATCH ASSEMBLY WITH DROP ROD. _-
-III- ° a ° a 9. WELDED STEEL WEDGES, TYP., 4 PLACES
18. 1-3/4" DIA. X 6" DEEP STEEL SLEEVE RECEIVER. °° ''� '••. •. ; • •� • ''
'-=III=I I 10. 1/4" THICK X 16" X 16'� WELDED STEEL PLATE
IN OPEN AND CLOSED POSITIONS. 4 ..;:, a 'A 1'. .. PROJECT TITLE
c° 9 19. 6" O.D. GATE POST, GALVANIZED STEEL. P.A. I ( I_I I I- s a e •,�;i 1 {.:. Q a a
� 20. FINISH GRADE. =III-II . •��� II �I II=I 11. CONCRETE FOOTING - EXPOSED FOOTING TO
1 0 -1I I= a< ..;.; 5 RECEIVE MEDIUM SANDBLAST FINISH. SLOPE TO
21. 51GNAGE PER DETAIL C, SHEET L2.4. III 4 . �� � �"��'� ��a- I= - 1% MIN. AWAY FROM POLE.
2 � � n ..: '�'':..: ° � - � 3 12, FINISH GRADE Q
NOTES: � 7 a;
13. COMPACTED SUBGRADE PER SOILS REPORT � �
_ _ T yy � & STRUCTURAL ENGINEER'S SPECIFICATIONS�� ,. ,,, � _ A. PROVIDE LANDSCAPE ARCHITEC / �6)
�, -1T�- .• I 11 I I- -��=i� ' • • •, i i�iiT i i i� 3 CLR. = I1=1I .� � :�•. =1I1-1 -I I I� I I I���� `.. III-I I1=1I I-� SETS OF SHOP DRAWINGS FOR REVIE
� �=m= �o � 8 410
� 5 I I II I I . •: . I I ILIF
I �-I I I_I I I. AND APPROVAL PRIOR TO FABRICATION. 5 a 14. HARDWOOD WEDGES, TYP. 4 PLACES.
WELDS TO BE CONTINUOUS GROUND 1 11 � a
T. .. II � B. ALL WEL 2 _ -
:III • • II z
- 11 _ ,2' DIA I' '' '.,'. ��� SMOOTH. _ � ° I 8 15. 1/2" TOOLED RADIUS, CONTINUOUS.
III•. • .. I C. ALL MATERIAL, SIZES, GAUGES, CONNECTIONS, %� !st
-III a` a; <: _ 9 16. LIGHTNING ROD.
III III I I I a_•`_ 'III: FOOTINGS, ETC., SHALL BE AS OUTLINED dtN THE GREEN BOOK SPECIFICATIONS. II., I I,- I- ,I ,-,_ � O N OTE:
D. CONCRETE FOOTINGS FOR ALL POSTS 4�-0'� DIA. � 6 A. POLE BY BAARTOL W/INTERNAL HALYARD SYSTEM. n1
SHALL EXTEND THROUGH A.C. PAVING, AVAILABLE: M.H. POWELL & CO., INC. (213) 887'-0037.
AS SHOWN. PLAN VIEW 13
E. COORDINATE WITH LOCAL FIRE AUTHORITY SEC B. VERIFY ALL FOOTING DIMENSIONS WITH MANUFACTURER'S •may
FOR INSTALLATION OF KNOX BOX. SPECIFICATIONS.
I�
o �
-- A o A
B CHAINLINK ACCESS GATE AND FENCE � �
U Qip �
or,I�
- , 2 6' OR 12._41 �8REFER TO PLAN � Q 4*O
2 O aa �
N / � 4 I O
� 3'-6" 8' MAX.
5 / I - �
2 3 7
4
2 \0
/ .... O . . . .
y LEGEND: o ' ° 4 -III-III
6 -' 1. TOP RAIL, 1 5/8" O.D. GALVANIZED STEEL, SCH. 40 I � -
5 2. RAIL END, TYPICAL I;III-I I a � a
6 f>. +, ;: Z � 7 3. POST CAP, GALVANIZED � r I I -
� Op Op 7 -��. v"-, 4. STRETCHER BAND, TYPICAL
00000 0 4 5. STRETCHER BAR, TYPICAL � U -III-I
1 Ole 7 ,y24 10
' ' 4 - 6. 2" GRID MESH, 9-GAUGE CHAIN LINK FABRIC WITH _ - _-III-III-III-I CONSULTANT
8 •.f , KNUCKLED SELVAGE AT TOP AND BOTTOM
PLAN VIEW / 7. POST 2-7 8" O.D. GALVANIZED STEEL PIPE, SCH. 40 -III-III-III-III-III-III-III-I I I-
� NO SCALE X � �, �-III-III-III- I I-III-III-III-I I �pNDSCgpF
ELEVATION � ` � � � 8 �,. � � 3 8. MID-RAIL/HORIZONTAL BRACE, 1-5/8 O.D. GALVANIZED 11
I I-III-III-III-III-III `tip � P 9
SCALE I12' = P-O" STEEL PIPE, SCH. 40 ,
1-5/8 O.D. GALVANIZED STEEL, SCH. 40 y
9
.> 0 9. BOTTOM RAIL, ' I I-III-III-I -III=-'
� 10. 90% COMPACTED SUBGRADE
a 02
LEGEND ;''�f�A"�; 1 1, GATE FRAME, 1-5/8" O.D. WELDED, GALVANIZED STEEL � Exp. 30/0� \�
� PIPE, SCH. 40
I. STEEL POST CAP .{ � PER GATE LEGEND O OF p�,\
2. 4.5" O.D. SCHEDULE 40 STEEL POST BOLLARD. 12. HEAVY-DUTY GATE HINGE, (2) C
3. 5" I.D. SCHEDULE 40 STEEL SLEEVE. 3" 13. 1-5/8" INDUSTRIAL LATCH ASSEMBLY WITH DROP ROD. I, CONCRETE CURB WITH LIGHT BROOM FINISH ON
. • . � • ,• •d , a °° a a '.° • 14. FINISH SURFACE/GRADE ALL EXPOSED SURFACES. SLOPE MIN. IX>.
4. POURED IN PLACE CONCRETE FOOTING AS DIMENSIONED. ' ' ° E N SHEET S2
J
PROVIDE MEDIUM BROOM FINISH ON EXPOSED PORTION Q ! � � 1 3 IA X DEEP STEEL STRUCTURAL DETAIL SEE 2.
u4 REBAR CONTINUOUS, TOP AND BOTTOM
� �' 16.15. CONCRETE TEE FOOTING STRUC SLEEVE RECEIVER.
OF CONCRETE, w
5. ADJACENT ASPHALT PAVING. o � � 4 � '�� � ~ �- �-- � � , { IN OPEN AND CLOSED POSITIONS. 3, I/2" TOOLED RADIUS, CONTINUOUS.
6. 90% COMPACTED SUBGRADE. � - - � _.., . : , .. .. __.., ;
� a � O 17.SIGNAGE PER DETAIL C, SHEET L2.4.
7, 3/4" CRUSHED AGGREGATE. � 4. FINISH GRAD
w
8, 1/8' THICK 3" WIDE CONTINUOUS STEEL COLLARS. PROVIDE W v 5. 90% COMPACTED SIJ3GRADE
CONTINUOUS WELD TO SLEEVE AND SET INTO CONCRETE � � NOTES:
� A. PROVIDE SHOP bRAWINGS FOR REVIEW 6. � 4 REBAR VERTICAL m 12" O.C.
FOOTING TO ANCHOR. � � & APPROVAL PRIOR TO FABRICATION.
9. i- 3/4" X 3' X 16" THICK GALV, HINGE. CONTINUOUS WELD TO 15 �, ADJACENT CONCRETE PAVING.
POST. HINGE SECTION ON LOCKING SIDE TO HAVE 3/8" X I-I/2' B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH.
8, EXPANSION JOINT PEP DETAIL D, SHEET L2.1.
LONG SLOT OT FIT OVER U-BOLT, C. CONTRACTOR TQ PROVIDE 18" X 18" SAMPLE
10. I/4" X I" DIAMETER X 6" U-BOLT SET IN EXPDXY IN CONCRETE OF 9 GAUGE 2' X2" CHAIN LINK FOR CITY REVIEW
FOOTING. U-BOLT SHOULD BE CAPABLE OF RECEIVING PADLOCK. AND APPROVAL PRIOR TO CONSTRUCTION NOTES
SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR
70 FABRICATION. D. ALL GALVANIZED STEEL PIPE SHALL BE SCH. 40. A. INSTALL EXPANSION JOINTS AT 14'-0" O.C. MAX. SPACING AND
ELEVATION CONTROL JOINTS AT 6'-0" O.C. MAX.
NOT�S� N.-r.s.
B. PROVIDE 457 MITERED CONTROL JOINT AT ANGLED CORNERS. SHEET TITLE
A. ALL STEEL TO BE GALVANIZED,
B, CONTRACTOR TO PROVIDE SHOP DRAWING FOR REVIEW
CONSTRUCTION
AND APPROVAL BY THE CITY PRIOR TO FABRICATION.
DETAILS
E REM OVABLE BOLLARD D
CHAIN SINK SINGLE MAN - GATE C PLANTER CURB
REVISIONS DATE BY
BID SET 5 02 01
(SLOPE NOT TO EXCEED 4.9%)
-SEE CIVIL PLANS FOR ELEVATIONS
2 O
T
�
559-05
JOB #
DESIGNED STAFF
DRAWN STAFF
LEGEND, CHECKED L.M.
I. ASPHALT PAVING DATE MAY 2, zoos
2. ADJACENT CONCRETE SIDEWALK.
SCALE: AS NOTED
. . � ...��. ��4��_....._.._. SHEET
L2 * 2
OF
F� PAVING TRANSIT11IN �-
n 5 0 5-0j)
,
LEGEND:
1. POURED IN PLACE CONCRETE TERRACE WITH 1/2" RADIUS ON ALL EXPOSED EDGES. O O
2. CONCRETE RETAINING WALL WITH 1/2" RADIUS ON ALL EXPOSED EDGES.
3. CONCRETE PAVING PER DETAIL A SHEET L2.1.
4- EXPANSION JOINT PER DETAIL D, SHEET L2.1. 6** 1 % PITCH
5. 90% COMPACTED SUBGRADE
6. REBAR PER STRUCTURAL DETAIL B, SHEET SS2.
7. REBAR PER STRUCTURAL DETAIL B, SHEET SS2.
8. FINISH GRADE BEYOND. ANW0000001i-- �
� 1 % PITCH
NOTES: - -
iI- III= ir� 18)) Ili �
5'—0 5 0
A- EXPOSED CONCRETE SURFACE TO BE NATURAL GRAY ;oi III-III III-III-I I-III--....... I-
COLOR WITH MEDIUM SANDBLAST FINISH.
m Q 4 8„ 4 8„ � 2 I I co DESIGN GROUP,_. . �1581 PLANNING
CAY�NO ARCHITECTURECAPI9TP.W0
�y 12 9AN lUAN CAPISfPANO CA. B2B b
3 ,i ,a,a> 4e3 zsoa P� r<a, 4e3 zaao
O O o SECTION
oe z �- ----- - z O ��Z„_�, 8
PROJECT TITLE
pol
__j
15 V) __j
LIJ Ld 0-
A Ir
15 > a_ -III-III > w LEGEND:
d
1. CONCRETE PAVING PER DETAIL A, SHEET L2.1
2. FINISHED-III-III-III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III - � i i i i I � � III i i i ADE
3. EXPANSION JOINT DINT PER DETAIL D, SHEET L2.1. � O
- 12 __ - 0 4• POURED-IN-PLACE CONCRETE TERRACE WITH 1/2" � hn
m Q � 2 � III RADIUS ON ALL EXPOSED EDGES. r„
- _ - 5. 90% COMPACTED SUB-GRADE
6. TUBULAR STEEL FENCE SEE DETAIL F SHEET L2.1 ^ •�
II- II- II- II—
ELEVATION 5 5 7. PER STRUCTURAL ENGINEER'S DWGS.
1/2"=1' 6 SECTION A ° A O � SECTION B ° B 8. PER STRUCTURAL ENGINEER'S DWGS.
9. ATRIUM DRAINS PER PLAN.
V. NOTES: � •�
Z -O" 2�-O� A. EXPOSED CONCRETE SURFACE TO BE NATURAL GRAY
. COLOR WITH MEDIUM SANDBLAST FINISH. O
B CONCRETE RETAINING CHEEK WALE P� CONCRETE TERRACE SEATING
00
4*
Z = NOW
a a
� vaH
CONSULTANT -
�AN�SCgpF
LLJ
502
� xP. 30/01 Q
CN ❑ T USED OF `p�\��Q�
ALL THREADS OF EXTERIOR
STEPS OF BLEACHERS SHALL BE
MARKED WITH A STRIP OF
CLEARLY CONTRASTING COLOR
A MINIMUM OF 2" WIDTH FROM
THE TREAD NOSE OR LANDING.
SHEET TITLE
15 �° � 11
" 5'-6" 3' 5'-6" � 30 -0
CONSTRUCTION
DETAILS
CO PANION SEATOF
SEAT PLANK A.H. � A.H.
Foor PLANK � FOOT PLANK
N REVISIONS DATE BY
COMPANION SEAT
T e- HID SET 5/02/01
%6, 1 /Iz _z_ _z LZ....X Z_x /..-Z./
As - BvrL -
oToc.
FOOT PLANK � � � FOOT PLANK
mom allill one
_ o 'r � N HAND IL00or
//zzzzzz///z z ` - ' --
. I COMPANION SEAT ro
N A.H. A.H. � � �,
� PLAN
JOB # 559-05
�;;��/�j� - - - - F-- I DESIGNED STAFF
SEAT PLANK � 6co�� I DRAWN STAFF
INSTALL SIGN FOR EACH CHAIR INSTALL SIGN FOR EACH CHAIR - - - - - -� - - -- __ J
. L__ _ _ _ _ _L _ _ _�.��_ V CHECKED L.M.
6�-On �-On �-On cJ�-Du �-Q" MAY 2, 2001
FOOT PLANK VIEWING LOCATION WITH VIEWING LOCATION WITH 1'-0"� � � � DATE
INTERNATIONAL SYMBOL OF INTERNATIONAL SYMBOL OF
COMPANION SEAT ACCESSIBILITY MINIMUM 811 X 81' ACCESSIBILITY MINIMUM 811 X 811 �� 6 0�� PLAN VIEW
SIZE MOUNTED A MAXIMUM SIZE MOUNTED A MAXIMUM scnLe: AS NOTED
HEIGHT OF 60" FROM CENTER OF HEIGHT OF 60" FROM CENTER OF
NOTE: SIGN TO FINISH SURFACE. SEE SIGN TO FINISH SURFACE. SEE NOTE:
REFER TO SPECIFICATIONS FOR ARCHITECTURAL DRAWINGS FOR ARCHITECTURAL DRAWINGS FOR REFER TO SPECIFICATIONS FOR ,. . tl„� � SHEET
BLEACHER MODEL NUMBER. SIGN DETAIL. SIGN DETAIL,, BLEACHER MODEL NUMBER. ' ' n =- 1;
L2 . 3
E ACCESSIBLE, BLEACHERS ( 3 R11W ) D ACCESSIBLE BLEACHERS ( 5 RAW )
�F �
LEGEND, —
0 0
UNAUTHORIZED VEHICLES
NOT DISPLAYING
ISi1NGUISHINC
�. GATE SIGN— 1/8" ALUMINUM WITH o PLA ARDS OR IJCENSE
EMERGENCY SIGN— 1 8" ALUMINUM WITH r771R-99 (�TANDARD) PIATES ISSUED FOIL� THIS GAT� IS (12"X1 , WHITE N BLUE) DISABLED PERSONS
REFLECTIVE VINYL BACKGROUND SILK SCREENED LETTERS, - TO REMAIN PARKING WILL BE TOWED AWAY R-IOOx
i� AT QYMEH�S EXPENSE. (18'X24", WHITE ON
LOGO AND BORDER. STYLE OF LETTERS AND COLOR LOCKED IN THE R-99 STANDARD) ONLY TOWED VEHICLES MAY BLUe, MIN. P
PARKING (12"x� ", WHITE ON BLUE BERECWMED BYOF REFLECTIVE VINYL BACKGROUND OPEN POSITION ) 0 TELEPHONING Le'fTERING)
TO BE DETERMINED BY THE CITY. '— DURING HOURS VAN �� (9�) M-7914 RJM
ONLY R-99A VAN ACCESSIBLE PLATE C.v.c. 225o7.a
FACILITIES ARE ACCESSIBLE (12"xg", WHITS ON BLUE) DESIGN GROUP, INC.
2. PROVIDE AND INSTALL PER PLAN. SECURE TO FENCE IN USE. 31891�NG CAMNO CAAND �p[STCRA�NQ ARCHITECTURE
4 PER SIGN), 9AN JUAN CAP18�rRnxo, CA.
WITH ALUMINUM BRACKETS 828ra ) 483-2890
( ) (949) 493-2600 o FA}I 949
RINGS AND (4)-3/8" WIDTH BOLTS, ANTI—THEFT NUT.
SPECIFIC LOCATIONS PER THE CITY'S REPRESENTATIVE. IV- 2X2 GALV. 2X2 GALV. 2X2 GALV.
NOTES: �� _ 6 � STEEL TUBE � STEEL TUBE � STEEL TUBE
� � PROJECT TITLE
ft
V
A. SEAL ENTIRE SIGN WITH GRAFIGONE GRAFFITI GUARD OR EQUAL. FINISH GRADE. FINISH GRADE. PAVEMENT FINISH
B. SUBMIT SHOP DRAWINGS WITH LAYOUT AND OR FINISH GRADE,
TEXT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
a
a
O eon �,� CONC. FOOTING � ee, a„ CONC. FOOTING Q es CONC. FOOTING � O
I 1 —0 i 1 —0 � r-o�
♦� d0 �� ad � db
e . .a 4 4 a a a
L:
THE BOTTOM OF THE LOWEST THE BOTTOM OF THE LOWEST ALL INFORMATION F'OR SIGN SHALL BE PART
SIGN SHALL BE 6 —8„ CLEAR SIGN SHALL BE 6 —8„ CLEAR OF PERMANENT FABRICATION OF SIGN.
CONTRACTOR SHALL VERIFY TELEPHONE # PRIOR TO FABRICATION.
ACCESSIBLE PARKING SIGN VAN ACCESSIBLE PARKING SIGN ACCESSIBLE WARNING SIGN �
SCALE NONE SCALE NONE SCALD NONE
V1
� OA
C S IG NI A 6 E B RIOT USED � ACCESSIBILITY PARKING SIGNSwo (4%)
40
5 —, � �
4 --�� 8.33%.MAX. ��
(4W)
SECTION
� � � . � � is f�l f)
cl;0 * CCU
Iz
........................
\� _0 N � �� � � ' -U3 1/4'� TYP. 3/4" TYP.
c.�
LEGEND: � 4' .0
Cal `�O ~ G'• 4 a. .d .a e. � 'CC40
1. INSTALL ACCESSIBLE PARKING SIGN PER DETAIL A, SHEET L2.4.
2. INSTALL VAN ACCESSIBLE PARKING SIGN PER DETAIL A, SWEET L2.4. PLAN VIEW GROOVING DETAIL
3. PAINT ACCESSIBLE AISLE AND ROUTE, 4" WIDE BORDER WITH 4" WIDE
NO SCALE 1/2 to = 1'-0" CONSULTANT
STRIPING @ 3'-0" O.C. COLOR: BLUE PER COLOR N0. 15090, FED. STD. 5958. - �pNDSC,gp
LEGEND: F
4. PAINT 3' X 3' ACCESSIBILITY SYMBOL. COLOR: WHITE SYMBOL AND BORDER � 4�-- ��� P.
ON BLUE BACKGROUND. SYMBOL PER CURRENT ADA STANDARDS. �`�
1. CONCRETE PAVING PER DETAIL A SHEET L2.1
5. INSTALL PRE—CAST CONCRETE WHEEL STOP, 8"W X 301 X 5-1/2"H � r"
ANCHORED WITH (2 EACH) 3/4" DIA. X 2'-0" LONG REBAR. - 2. CONCRETE WARNING STRIP WITH 1/4" GROOVES, 3/4" 0.C. — SEA GROOVING DETAIL ENLARGEMENT � 02
� Exp. /36/01 �
6. 6" CONCRETE CURB. 3. CONCRETE RAMP AREA, NATURAL GRAY WITH HEAVY BROOM FINISH — BROOM STROKES TO RUN
PERPENDICULAR TO DIRECTION 0r TRAVEL AND TO BE DETECTABLY DIFFERENT 9fF OF CA0O�`
FROM ADJACENT PAVING,
4. REMOVE EXISTING CURB AND GUTTER IN LOCATION OF NEW RAMP AND REPLACE WITH NEW CURB
9, 8' 9,
AND GUTTER. NEW CURS TO TRANSITION SMOOTHLY FROM 6" TO 1/2't IN CONJUNCTION WITH RAMP.
— � — 5. 1/2" X 45 DEGREE BEVEL AT BOTTOM 0r RAMP,
E ACCESSIBLE CAMP � ACCE � SIBLE RAMP
SHEET TITLE
CUNSTRUCTI4N
DETAILS
REVISIONS OAT BY
BID SET 5 2 01
J08 # 559-05
DESIGNED STAFF
DRAWN STAFF
CHECKED L.M.
DATE MAY 2, 2001
SCALE: AS NOTED
.L.�j��'�..... .., SHEET
L2 . 4
OF
NL N
k=. j.
THE RADIUS INFORMATION FOR SPRINKLER HEADS SHOWN I E IRRIGATION
N THE RiG TION LEGEND BELOW IS THE RADIUS INDICATED BY THE MANUFACTURER Al"THE
SPECIFIED P.S.I.AND SHOULD BE USED AS A REFERENCE ONLY. DURING INSTALLATION THE CONTRACTOR SHALL REFER TO THE ACTUAL SPACING OF
•'' "' SPRINKLERS AS REFLECTED IN THESE IRRIGATION CONSTRUCTION DRAWINGS.
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS GPM PSI ARC DTL.
'.r a ' ; •l, rr
0 RAINBIRD 1806-SAM 5 POP-UP TURF SPRAY 12F 12'
2,6 30 FULL A
0 RAINBIRD 1806-SAM 6" POP-UP TU14F SPRAY 12H 12' 13 30 HA
LF ALF A
RAINBIRD 1806-SAM 6" POP-UP TURF SPRAY 127 12 0:9 30 THIRD A
0 RAINBIRD 180600SAM 6" POP-UP TURF SPRAY 10F 10' 1.6 30 FULL A
RAINBIRD 1806�-SAM 6" POP-UP TURF SPRAY 5H 5' 13:2 30 CALF A
h.
. RAINBIRD 1800-SAM 6" POP-UP TURF SPRAY 5d 5' 0.1 30 (VTR. A
RAINBIRD 1812 12" POP-UP SHRUB SPRAY 12H 12' 1.3 30 HALF A
RAINBIRD 1812wSAM 12" POP-UP SHRUB SPRAY 120 12' 0:7 30 OTR, A
RJM
. " DESIGN GROUP INC.
.�. RAINBIRD 1812-,SAM 12 POP-UP SHRUB SPRAY 10H 10 068 30 HALF A
1
.5 - I PLANNING AND LANDSCAPE ARCHITECTURE
,�, 31691 CAMINO CAPISTRANO
A.• RAINBIRD 1812-SAM 12" POP-UP SHRUB SPRAY 100 10' 0.4 30 OTR, A SAN JUAN CAPISTRANO, CA. 928
(949) 493-2800 FAX �1949) 493-2690
30 (D RAINBIRD 1812-SAM 12" POP-UP SHRUB SPRAY 8F 8' 1.0 30 FULL A
k RAINBIRD 1812WSAM 12" POP-UP 'SHRUB PRAY H F A
U S 8 8 30 HALF
o �
r ®® " f
+ p r
. . . .. ,::0
RAINBIRD 1812 SAM 12 POP-UP SHRUB SPRAY 8T 8 0,4 30 THIRD A
.'. . •. . �,.....} ._� PROJECT TITLE
e RAINBIRD 1812-,SAM 12" POP-UP SHRUB SPRAY 80 8' 0,2 30 OTR. A
RAINBIRD 1812�SAM 12 POP-UP SHRUB SPRAY 5I~ 5 065 30 FULL A
q1A RAINBIRD 1812�SAM 12" POP-UP P '
' � SWRUB S RAY 5H 5 0j2 30 HALF A
. r RAIN
BIRD 1812 SAM 12" POP-UP SHRUB SPRAY 5T 5' 0.1 30 THIRD A
. INN.y
RAINBIRD 1812-,SAM 12" PCP-UP SHRUB SPRAY 5C 5' 0.1 30 C.TR. A
• . ram+.
• t t
A RAINBIRD 1804-SAM 4" POP-UP STRIP BUBBLER SCST»B 5' O:S 30 FLOOD A
PTS CA-1-RBI-12/RRA SPRINKLER CONTROLLER MOUNTED IN 13
. :•''' � U STAINLESS STL, ENCLOSURE
1 2 k. HAMMOND 8301 FULL RORT BRASS BALL VALE - LIN9 SIZE C
RAINBIRD EFB-CP SERIRS ELECTRIC CONTROL VALVE SIZE NOTED �?
°•- a RAINBIRD 33DNP QUICK COUPLING VALUE FOR USE WITH NON-POTABLe WATER E
11 (� RAINBIRD 33DLRC QUICK COUPLI,NC VALVE FOR ,USE WITH POTABLE WATER E
19 A�,4,
• / �► $ , New Buried Potable pressure main line piping - Purple PVC Class 315 for sloes 2 and larger, Purple PVC Schedule F
40 for sizes 1-1 2 n II r- s es / and smaller refer to Irrigatloh speclfleatione
6EE VAL
_ r�rr44 �4, •xr New Buried Non-Potable pressure main line piping - PVC Class 315 f yr sizes 2 and larger, PVC Schedule 40 f or F
A CTi j�j r $-- - $- o-- $-- sizes 1-1/2" and smaller, - refer to irrlgatlon specifications
LVEPRINTS
p` Existing Non-Potable Irrigatlon Pressure Main Line Piping refer to es-built plans for exact location none
t•1 �' 1�...t, w."vi•'1. §'1.:k`.1., .$�'9.` Y'`;,.f•r;,Y-. �,;r. tQ.rY e•} ;•�•' tt° 1., k. 'ay
.q 4y ti y€` .. •�•"e•; .r-' �1 c.. ',�w t•S s•+1C{ '',�Yi` 4Yi�_r-' 4�..' y. ' ry'�.'.F,..
/ New Buried Nord-Potalbe non-pressure lateral line piping Purple PVC Class 200 refer to Irrigatlon specifications F
a 'a.l,"r.. � �,�\aPt'?,r4 F{.`Y�.f.k• 4� :,.i,• Y ^'� l,,i •� ��••!�*#'!•
w:ba .. .. New Sleev f r irr ti I/ : ,, �t -.:�...� . .., ° • ' z4a i; _.,. .. :n Y 1 e o iga on p ping installed below paving Purpls PVC Schedule 40 w/saivent weld fittings - shown F
as,pp ,a r a•;.a � .b r•n x. ,,,.+ i t'
�.k:� i, w� iir.:y,•+)1'�K,}.. ,k,i",�.�.',:•. ..}":..,s'•° ..+i �,�,: .L✓s' -i•�ra•�r ,c,.;a-i P4,.'. ' t'!-•i', ',a?.':
adjacent to i �-
*{ j pipe that requires sleeving inside diameter of sleeve to be a minimum of 2 times outside diameter of
••Y .. ,+p? 'r !'� ^A�y y'o••I f. Y•1••. ^.,Y . �"y.,•'i,_+ t}R'C•&{t,•r �.lk; rY+
' x+.r' n.1•�' k' Y..r}: (y'{ "N,•+•j .:r.•,. ,r,q fin. l y} 't ?,'r. •}"`�^
.. ' t.,,,Rr r+k..!" W. >•'r t arc. 3-Z":+ iY....,} ...r
011
. wr`rr,'�f•`Y`,-y.".t,.fi,'rs'}4.,(r'^'.:1 r,tg.P.+}r1.: .,•. "�qr•�>''�,'.t3•;• °:R�`'?rE"•...:q+"1.,.;�a;.•?L,•?.L;r'�.ry rt':';,,'.:t.5.:...,7 t?'r,�i,a.a.'.:.-."Y`,t titi...?r i.„a� , rp ::F ar"4 j �{ i•' F)L+;•, pipe coupler requiring aleevtng refer to Irrigation s ectticatlons3 •
],,(• '`,,.ri' ..X.. " t., .1,• ; 5,, * r•ti � o- M 'yl t,4 41•S ..y........y...•w
New Sleeve for Irrigation ntr I In control wire stalled below paving PVC Schedule 40 w solvent weld fittings refer to
TO
p g g F
t,,k "4lTiY `. r•},�1 �?.�,k•'r P,,.:�'t+ ,:�.�v' �,+'1�" Y.� i�P,S�4'i ham'.!,•.:, � .!
LA
a,.; " Yl+�l. .~• L ' + ;j,k ,yy .• .y,�r y, +.., Irrigation s eciflcations size noted
MIA
con
• .i i 4kt.s"A`�';:.., t� Arr��-..} a�k•r'r`•, N 4°�••1'`„iwh r ''�L'�Y;r g K te',.
_1"' r.•rat- '�' , tx `-... t 1p 1., '•r•i,!�- : a .(•�....r.:�+ i1'
n
n� ,^ i�R.M *' n 3• '}r + :^is•• r"F
}k y ayy '1 5 INDICATES ELECTRIC CONTROL VALVE SIZE
• }��}�,','t..',• t!.^ �,�.. ,F.iA'• •,t rl i. t'y t'C'i •ih L� �'}•,. ',-'1/}i NM �� L� n �'
. i''"!.'� ''�. »{-r'}lR.t.'�+^r -Y; y'.a 4,. 'r r,��•� J ,.r' '�+rry r•+r Y��S .
F
• S A n L / +'�,.t CrS;:x4•• •.wZ 7:�•1 ,•° ' +,• +r.+y'r h'�` `_* �'i" �'.� INDICATES D l G A T• , +r '� Ebb VALVE STATION NUMBER MC opo
Y• V i, tdr e •yy; M•r D
1 2 YD 5M OM TIT 34 INDICATES FLOW IN GALLONS PER MINUTE
y,5- e"',• rt 5 y .;} •"ti W T( 1sya,,,'7 a ••yy
A R E N
0 IVI W
P D K. DP/A , • o
3 R OR O ' CAL DtCK /
A SH T FOR /
•, �. / Ana �■�I •j■■�
�• T / / / 00F +/ 12
es�
TEMECULA VALLEY UNIFIED SCHOOL DISTRICTS IRRIGATION AND LANDSCAPE
/ p SPECIFICATIONS AND DETAILS WILL TAKE PRECEDENCE OVER ANY OTHER
SPECIFICATIONS UNLESS WAIVED I3Y THE SCHOOL DISTRICT'S REPRESENTATIVE.
W)
SA
4SPEC' IAL NOTES
WHERE VERTICAL OBSTRUCTIONS IN THE LANDSCAPE AREA INTERFERE WITH THE SPRAY
} CONSULTANT
PATTERN OFF ANY SPRINKLER RESULTING IN THE IMPROPER COVERAGE OF IRRIGATION,
"v THE CONTRACTOR SHALL RESOLVE THE SITUATION BY FIELD ADJUSTMENT OF THE
•..r.,• A`` r•'`.,,,5 -7 + + IRRIGATION SYSTEM.THIS MAY REQUIRE THE ADDITION OF QUARTER,CIRCLE SPRINKLERS
r,
2 ON EITHER SIDE OF THE OBSTRUCTION OR OTHER INSTALLATION METHODS THAT REQUIRE
APPROVAL OF THE ARCHITECT.ALL ADJUSTMENTS NECESSARY SHALL BE AT NO EXTRA
Y.
OWNER.
•yy
� �\� /
PIPTIV AIVD�9TRE CONDUIT PENETRATIONS TH OUGH WALLSAND INSTALLATIONY `� Q 10
9 c'
A' , + IRRIGATION EQUIPMENT UNDER PAVING ARE THE RESPONSIBILITY OF THE CONTRACTOR
AND MUST BE COORDINATED WITH THE GENE14AL CONTRACTOR,CONTRACTORS OF ..y
1
VARIOUS TRDAMAGE TOADES TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR
+ o + 2
OTHER CONTRACTOR'S WORK. � 01 �
SeARCHITECTU S POOL\1\01V'ILDIN(; P. 9 0/
r + USE OR WIRE WHEN RECONNECTING ANY EXISTING WIRES REMOVED DURING
ND DEMOLITION.ALL SPLICtS SHOULD BE MADE WITH Dri-5 ilte WIRE CONNECTORS PULLED� IL G p
'x. f3 ' •: � 1 UP INTO A GLADE LEVEL,ACCESSIBLE 10"ROUND VALVE BOX.CONTROL WIRE5 FOR NEW 4F �►
REMOTE CONTROL VALVES SHOULD BE A DIFFERENT'COLOR FROM EXISTING CONTROL
A + WIRES.NEW REMOTE CONTROL VALVES WIREb TO POOL AREA AUTOMATIC SPRINKLER
T 0,
CONTROLLED"A"SHOULD USE A SEPARATE COMMON WIRE FROM THE EXISTING SYSTEM.
• y} >r 4 `:K+ M, � THIS NEW COMMON WIFE SHOULD EE DISTINGUISHED FROM THE EXISTING COMMON WIRE
r e O
{ F H A' T COLOR THREAD.
' PROVIDE ONE SPARE CONTROL WIRE TO EACH REMOTE CONTROL VALVE.SPARE
CONTROL WIRES SHOULD BE A DIFFERENT COLOR FROM CONTROL WIRES AND TAGGED
fr
ACCORDING TO VALVE LOCATION NUMBER AND PULLED INTO THE AUTOMATIC SPRINKLER
CONTROLLEk ENCLOSURE WITH 36"WIRE LOOP.INSTALL ONE CHRISTY'S PURPLE I.D.TAG
ON EACH REMOTE CONtROL VALVE THAT CORRESPONDS WITH THE STATION NUMBER OF
�* + U RIOD OF TIME THAT THE EXISTING 4"PRESSURE MAiN LINE PIPE IS
µ x ' NON-FUNCTIONAL,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANUALLY
•n;.; ,?..+'dr ', "�tr art�`...t'.
04
OPERATING EXISTING CONTROL VALVES IN ALL LANDSCAPE AREAS TO PROVIDE PROPER
4 p` `gr, �• . .., ,,,�, + LANDSCAPE IRRIGATION.
3, ALL VALVE BOXES HOUSING REMOTE CONTROL VALVES FOR USE WITH RECYCLED WATER
B
.... ... .. .. .. SHALL E VIOLET IN COLOR.
INSTALLATION NOTES
S ,
16
,
,
a' a
SHEET TITLE
NE i ING AT THISLOCATION
O POINT OF CONNECTION CONNECT TO EXISTING PRESSURE MAIN LI
r
AND EXT D NEW PRESSURE MAIN LINE PIPING AS SHOWN.
FN
ONNEOTTO EXISTING COMMON AND CONTROL WiRES AT THIS LOCATION AND INSTALL NEW
COMMON AND CONTROL WIRES AS REPLACEMENTS AND EXTEND AND CONNECT TO LOCATION OF
EXISTINVI-WIRES NEAR BASKETBALL COURTS AS SHOWN.
IIR..RIGrATION
PA IFFC-MCHNICAL SERVICES(PTS)CONTROLLER ASSEMBLY CA-RBI-12/RRA INSTALLED WITHIN A
STAINLESS STEEL CONTROLLER ENCLOSURE.ELECTRICAL POWER TO BE PROVIDED BY OTHERS. PLAN
INSTALL 3 EXTRA CONTROL WILES TO LOCATIONS OF CONTROL VALVE A-1 AND A-9.TERMINATE
60"WIRE LOOPS IN SEPARATE CONTROL VALVE BOX AND MARK FOR EASE OP FUTURE
IDENTIIFiCATION.
REVISIONS DATE BY
BID SET 5/02/01
Sw Aom
JOB #
DESIGNED F.$
DRAWN
CHECKED F.S.
DATE 5�-2-01
- x
0 20 40
SCALE: 1" = 20'-0"
"• � r
SHEET
L3 . 1
OF
3rr
•
• 04 �rr
...+err
04
444 A
a,
S .. . . —._.. ....... . ____ . 4 .. ' 2
PO
.rrr . .wrw rw.ni-- r •ww..rw»w.r~ ..�+ ww...r.. wwy •t.••(•. .• Y' ,: . •, .•. ..• ."••ti•
.... �...r rwrwwr .......•rr.r.rr + ....r• «.�... •••• •y• '1 '1"' r ...., r rrrn....r 12 � - i
...........•r.r - ..... ..
.. — '. .,.... �... Min■ RAM
1 1 ^I oil oil III
1 1 1 1 1 1 oil 1~ 1 1 � .
,. .�....... DESIGN GROUP, INC.
PLANNING AND LANDSCAPE ARCHITECTURE
31581 CAMiNO CAPiSTRANO
. ...-. .......+.i!,j •Y, ; ..:.`y•..!` - .. ..r \ * •t.., . ter■ .r...,rr wwr. ..+ ,....r wr.. t
.� .. ;�
.. , '•f'" •i..' .. ,,f.•• • •: i•:• ♦•. ••. 1, j. .1., w.r...
`- SAN JUAN CAPIST NO A. 928
2 5 3 7 6
' •• •' FAX 949) 493-2894
• -:. >r t. •. �. ;.. �•' .___.._ {948) 493-2800 9
♦•. S.t.;• • • • rf, •w t• r•..r..ur .w .wwrrrr.
.. ry ,,.•" r •r• • » • + ,.{,� ... .. .r.... ...._....,ram ---•-- -
6 • • • �'.
Min. 6 PROJECT TITLE
4 7al,** e 8
PVC Sch. 40 Extension 6 Conc. Thrust/Anchor — .. . • ••• y: '•••_ • • ---:—
. . . . . . . . . . .
4„/6 Pop-Up Spray Head � PVC Lateral Line Piping (length and size as required) Block- 2' each side �,■� �,,,�,y
� 6 � ,
• 2 2" or 2-1/2" Gate Valve 7 #4 Rebar- loop over ate 1 Curb/Sidewalk or paved 5 Olean, approved backfill
refer to irrigation legend refer to irrigation legend p g
for Mfg. and Model and specifications w/2" operating nut- refer valve body and anchor in area material - may also be
to irrigation legend thrust block - length as required above pipe
2 PVC Schedule 80 Nipple - 7 PVC Lateral Line Fitting 2 Pipe and Wire Trench .. refer to irrigation s ec-
pp 9 � rr required 9 p
2" minimum length with threaded outlet 3 Valve Box - install 2 refer to irrigation spec- ifications
9 8 P ravel •- 6" deep
• above grade in G.C. and ea G p
. install to horizontal fications
3 PVC Schedule 80 Nipple - above d in t " r. Pressure Main Line Pipe
pp 1 abo grade turf 9 2 or 2•�1/2 PVC Flange
12" minimum length s Curb or Sidewalk ■ 3 PVC Schedule 40 Lateral Sleeve •
g 4 Pressure Main Line Piping - Adapter� refer to irrigation
■ Line Pipe Sleeve� � refer to irri anon le end andspecifications 36" depth for Gasket Ring
PVC Schedule 4Q 9 Finish Grade Install top of g „
specifications 1 4 Common and Control Pipe, 24 depth for 21/2
threaded 90 Ell sprinkler 1" above finish p o Finish Grade
Wires -� bundle and tape aG� and larger solvent weld
grade 5 Common Red Brick (typical, 11 Curb, sidewalk or paving, - _ � i a rr Ir ,
5 Marlex 90 Street Ell (2 1Q O.C. install adjacent pipe, 18 for 2 and
4 required} etG■ r
required) to pressure main Ilse pipe smaller solvent-weld pipe
(FLANGED ASSEMBLY)
%J Ila nr
4rr V
rAY rr rr .
I Arm o r
1
AD VA
40�
n
4
3" 3
. 4
r
• 04 • 4 4
g �'■■�
..r•r.rw..ww ....� r .r.r .. . ..r..„,,.,..,r O *. .`.`. •.•. •. , �•" • ••�.. ''•_.t r t ti.�•.y. ; •,,�••
Iww•1-.• w-rl� ww-•IM • »•r.
4 4' ,• • , ,
8 `; . • ;' '• • : .• : `. .. CONSULTANT
1 Electric Pressure Regulating 7 Common Red Brick (typical, �, Min.9 g .. p,H D S Cqp
Control Valve - refer to 4 required, one at each . • .
irrigation legend for Mfg. corner) -- -� . • •. s
and Model •• . . ,. •
. .
$ PVC Pressure Main Line -- '• . ::. . , .' ----
1 12 Pop-Up Spray Head - PVC Lateral Line Piping - • .. .• .'
.
2 Box r P and Fittings refer to _ ``'
end refer to irrigation legend Valve o refs to Pipe g . . �•r
refer to irrigation le "_• °� 502 '
g g g i
and specifications
irrigation specifications irrigation legend and P, , / / �.
for Mfg. and Model p �. ,
. specifications
3 ire Connectors and r� ,
2 PVC Schedule 80 Nipple - 7 PVC Lateral Line Fitting 9 Pea Gravel - 6 deep 1 SUB-BASE material of 4 PVC Schedule 40 Sleeve
„ Common & Control
2 minimum length with threaded outlet- • • _ � 10 PVC Lateral Line Pipe - refer highways, roads, parking for non pressure lateral
• Wiring refer to irrigation p
install to horizontal specifications to irrigation legend and lots, driveways, etc. line piping
3 PVC Schedule 80 Nipple - p g 9
6" minimum length a Curb or Sidewalk specifications 2 (90% omwClean Backfill c 5 PVC Schedule 40 sleeve
9 4 PVC Sch■ 80 Male Adapter .
. 11 Curb, Sidewalk or Paving � for pressure main line
2 required) paction required) - refer ,
4 PVC Schedule 40 � Finish Grade Install to of (typical, q )p■ nirrigation • • i in r~ refer to irri anon
12 Finish Gra Install to of to specifications piping g
threaded 90 Ell sprinkler 1 above finish 5 PVC Sch. 40 Piede pp p (typical) „
g
valve box 1 above finish for additional information specifications
grade 5 Marlex 90 Street Ell (2 6 PVC Sch. 80 900 Ell (slip x rode 6 PVC Schedule 40 Sleeve
■ , g 3 Fine, granular send , •
required) slip) for control wiring
rrf%TDlf% f%nM1r0n1 I/Al %/I=
HEAD—
SH EET TITLE
1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MiNIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH
1 4 REPORT ANY DIFFERENCE BETWEEN
. . POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. R RT C
• 0 • •,0 THE WATER PRESSURE INDICATED ON THE DRAWINGS AND ACTUAL PRESSURE LEADING AT THE IRRIGATION POINT OF CONNECTION TO THE ARCHITECT. iN
2 IRRIGATION
PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF
r N • r " CONSIRLICTION, THE CONTRACTOR SHALL ASSUME FULL REPONSIBILITY FOR ANY REVISIONS
. 44 .. , 3 Max.
� ® .. . .. _._. iGN IS DIAGRAMMATIC AND ALL PIPING, VALVES, ETC. SHOWN WiTHIN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND SHALL BE INSTALLED IN
3 1 ';' �' REAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, LANDSCAPE PLANTINGS AND ARCHITECTURAL FEATURES.
® 10 1 --=
4 ® 2 `., _�, iLLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE
EXI C:W -- --�- l.. DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE IRRIGATION DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES
®" IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL
® -� �: -- •----- --- DIFFERENCES SHOULD BE BROUGHT'TO THE ATTENTION OF THE ARCHITECT.
LL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
5 9
• I � RETAINING WALLS, UTILITIES,
---- --- ---- : -- -- T ESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RET IN G W L S, UTIL S,
• ' :• --- ETC. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR REVISIONS DATE BY
. • •.' S LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, ETC. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN OR.N . . . �... BID
SET /�/o
III III I I III III REFERENCED ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND/OR PiPE SLEEVES OF
7 T SIZE UNDER ALL PAVED AREAS.
.... ... ION DRAWiNGS TO INDICATE THE INSTALLATION OF POP-UP TYPE SPRINKLERS IN LANDSCAPED AREAS ADJACENT TO
--•-- ---- --- - --- PEDESTRIAN CIRCULATION OR VEHICULAR CIRCULATION AND ANYWHERE THAT POP-UP TYPE SPRINKLERS WOULD BE REQUIRED TO PROVIDE FOR THE
--'- -- ------- -- ---- SAFETY AND WELFARE OF INDIVIDUALS AND THEIR RESPECTIVE PROPERTY. IN THE EVENT"THAT POP-UP TYPE SPRINKLERS HAVE NOT BEEN SPECIFIED IN
' --- 7 --= '- THESE AREAS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING THIS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR INSTALL THE
Quick Coupler Valve - 8 3 7 POP-UP-SPRINKLER TO MATCH THOSE SPECIFIED.
refer to irrigation legend
E-IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,
g. 6.�� � � � � 1-1 11-11 ��...� I 1�1 11-1 11-11 �____� I I . for Mfg. and Model Pressure Main Line Fitting_. ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC COVERAGE TO FIT THE EXISTING SITE
Valve Box � refer to
refer to irrigation CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. THESE ITEMS
2 specifications• � ■ p MUST BE PERFORMED BY THE CONTRACTOR PRIOR TO REQUESTING A COVERAGE TEST. SHOULD THESE ADJUSTMENT NOT BE MADE PRIOR TO REQUESTING
' 4Sleeves for 117v irrigation specifications
Enclosure for Automatic 6 PVC Sch. 0 A COVERAGE TEST THE CONTRACTOR SHALL BEAR THE FINANCIAL RESPONSIBILITY TO PAY THE ARCHITECT FOR THE SITE VISIT PERFORMED AND MUST
7
Controller- refer to irrigation power and grounding wires - 3 Brass Nipple - 12" Brass 900 Street Ell min. LE FOR ANOTHER COVERAGE TEST AFTER ADJUSTMENTS HAVE BEEN MADE.
■ (typical, 2 re uired J0B
it ■ 9 05
refer to Groundin Detail q ) �legend for mfg. and model g length (18 if trench depth OF THE RISER PISTON. PROPER INSTALLATION WILL PREVENT THE
o ACC��FfDP TYPE SPRINKLERS SHALL BE INSTALLED TO ENSURE POSITIVE RETRACTIONDESIGNED F.S.
2 Automatic Sprinkler Controller . 7 2 Long PVC Sweep Ell and is 24 ) - to match opening $ Brass 90 Ell " " POSITION. W OULD THESE ADJUSTMENTS NOT BE MADE PRIOR TO REQUESTING A COVERAGE TEST THE
• RISER PISTON FROM REMAINING IN THE UPS
within enclosure - refer to PVC Sch. 4Q Extensions - size of Quick Coupler 9 Pea Gravel - 6" deep CONTRACTOR SHALL BEAR THE FINANCIAL RESPONSIBILITY TO BEAR THE FINANCIAL RESPONSIBILITY TO PAY THE ARCHITECT FOR THE SITE VISIT PERFORMED DRAWN
irrigation legend depth as required Valve RESCHEDULE FOR ANOTHER COVERAGE TEST AFTER ADJUSTMENTS HAVE BEEN MADE. CHECKED
' s PVC Sch. 40 Sleeve for 4 Common Red Brick 1Q Curb, Sidewalk or Paving DATE 5-2-01
3 PVC UL approved electrical 8. FUMLERS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS SITE CONDITIONS REQUIRE DIFFERENT'ADJUSTMENTS. ADJUSTMENTS OF
conduit for 117v power common and control wires (typical, 3 required) 11 Finish Grade - Install top of SPRINKLERS ON SLOPES SHALL BE REQUIRED TO PROVIDE OPTIMUM COVERAGE WITHOUT OVERSPRAY ONTO STREETS, PROPERTY LINES, BUILDINGS OR
4 Electrical On-Off toggle switch 9 Finish Grade of landscape area Pressure Main Line valve box 1'r above finish ARCHITECTURAL FEATURES. THESE ADJUSTMENTS MUST BE PERFORMED BY THE CONTRACTOR PRIOR TO REQUESTING A COVERAGE TEST, SHOULD THESE
5
5 - • • grade ADJUSTMENTS NOT BE MADE PRIOR TO REQUESTING A COVERAGE TEST, THE CONTRACTOR SHALL BEAR THE FINANCIAL RESPONSIBILITY TO PAY THE
Concrete Base install per Piping refer to irrigation
. FOR THE SITE VISIT PERFORMED AND MUST RESCHEDULE ANOTHER COVERAGE TEST AFTER ADJUSTMENTS HAVE BEEN COMPLETED. ,;��� ,
mfg. instructions legend and specifications r�.; y � SCALE. N.T.S.
THE CONTRACTOR MUST BE FAMILIAR, IN ALL RESPECTS, WITH THE IRRIGATION SPECIFICATIONS AND INFORMATION CONTAINED THEREIN AND AS REQUIRED
FOR PROPER COMPLETION OF THIS PROJECT.
A %J 177 FX ]UP11, Iiiiiiiii.-V
ih
SHEET
L491
OF _.
y
OTRUE BRASS UNION BALL VALVE 9)COVER OPENINGS WITH 15� BUILDERS FELT OO FINISH GRADE @SCH SON PVC NIPPLE, 3"
Oi IRRIGATION CONTROLLER IN QPVC MAIN @SEE SPECS QREMOTE CONTROL VALVE LENGTH
W�ATHERPROOF STAINLESS QSCH 80 FEMALE SxT ADAPTOR @LATERAL PIPING (DVALVE BOX W/ PURPLE LOCKING @BRICK SUPPORT (4)
STEEL CABINET, FACE TOWARD
Z WALK, STREET, ETC. (A)SCH 80 PVC TxT NIPPLE 12 SCH 80 PVC FxF ADAPTOR COVER 12 2 CU FT PEA GRAVELRJM
q � O OCOVLR OPENINGS W/ BUILDERS FELT
3 OO 6° MIN. THICK CONCRETE BASE SUSET BOX ON FOUR BRICKS 13 SCH 80 TxT NIPPLE Q6"
13 SCH 80 PVC ELL pDESIGN�GROUPeT INC.
1 � 01 FINISH GRADE MIN., 12" MAX FROM FIXED IMPROVEMENTS �4 SCH 80 PVC PIPE, LENGTH 31691°^�'�Pis�^�°�^ 820 5s ,,,_z do
I i O ANCHOR 8OLTS, PER 6O2" MIN. 6° MAX. CLEARANCE 14 2 CU. FT. PEA GRAVEL )LATERAL6 PIPING OAS REQ�D. (a<a) <aa-zeoo vix Tan � e
i n2SPRAY POP-UP HEAD W/ MANUFACTURER'S O7 PLASTIC VALVE BOX W/ LOCKING @MECH FLANGE 7 SCH 80 FEMALE ADAPTOR @PVC MAINLINE - TEE IS SLIP x
PURPLE COVER RECOMMENDATIONS O
I!____ ___ ILI_ _ , < COVER, PURPLE COLOR. EXTENSIONS 16 6" MIN., 18" MAX. FROM FIXED IMPRVMNTS. SLIP x THREADED PROJECT TITLE
i_ni-iu-ui-gi- giiu ILI�iiii °° 30��� MIN., 2" MAX FROM FACE 4O RAIN SWITCH, MOUNT ON REAR AS REQ'D. QSCH 80 NIPPLE, 2' LENGTH 16 TAPE TO PIPE AT
m=m=lli=m=ii - - - OF FIXED IMPROVEMENTS OF CABINET 8 FINISH GRADE » 10° PVC PIPE OR LARGE ENOUGH FOR VALVE', 9)UNION O
�� m= n_illin pi=m_m= a 3 2 O10 FT INTERVALS
111-111=111=11 —III=111-III
)POLYETHYLENE STREET ELLS. 5 FINISH GRADE 7 TO BE OPENED AND CLOSED
-ui=1P 6' � 16 @SCH01
11i�!i i�il iii =ii, INSTALL SO THEY TIGHTEN WITH O $ 5 17 18 19 0 3 2 80 PVC NIPPLE
iu _- 4 ODOWNWARD THRUST ON RISER. y 18" MIN. O FLUSH IN TURF, 2" IN � z" � , � @TRUE BRASS UNION BALL VALVE �
5 SHORT SCH 80 PVC NIPPLE 5 �6 � GROUNDCOVER AREA
5 OLATERAL PIPING \ i 11 -� � O 3/4" PVC ELECTRICAL � - 2 = 15 17 III- 2�2 � � @18" EXPANSION LOOPS _0
J_
CONDUIT, W/15 V.AC 60 HZ � �—� 4 � � �- �p ( 1 (@DS-100 DRI-SPLICE �
O7 TEE OR ELL AT LATERAL - _ a � 0 0 a �, =1 =Ili= POWER i i I I L19
4 7 W/ CRIMPS
OS LATERAL ROTATEO 90 DEG 11EE III�� SO 3/4" SIZE LONG SWEEP ELL � w"________" � 6 @2" MIN., 6" MAX. CLEAR
�� - III=III=III 1=111=III= 'tiili �i
FOR CLARITY II= zam,= =III= 9O BUNDLE AND TAPS @ 10' J"� �"" 8 @ 2" CLEAR
..I
O INTERVALS 13 —
6 � 9 7 10 4" NOMINAL DIA. PVC LONG 3 O 11 I 21 10 � '�O N ; (JJ
g SWEEP ELL FOR CONTROL WIRES � � � � ONE BALL VALVE � (�
10 5 � � �� � � �� � � � 12 13 O PRECEEDS EACH 0
15 0 �2 VALVE :D
11 SLOPE TO DRAIN-1% MINIMUM U)
� � � �� 14 14 U 0
POP - UP HEAD AUTOM A TI C CONTROLLER BALL VALVE REM OTE CONTROL VALVE O 0 u
A NOT TO SCALE (TVU5D STANDARD DETAIL) � N OT TO SCALE (TVUSD STANDARD DETAIL) � NOT TO SCALE (T\AJSD STANDARD DETAIL) D NOT TO SCALE (TVUSD STANDARD DETAIL) � uu�
z o °
�i VALVE BOX W/ LOCKING I = � a=III- � O � 0
PURPLE COVER / / �� O � u�� CJ
2 FINISH GRADE U
2 3 1 �
4 O3 QUICK COUPLING VALVE a —
�SS HOSE CLAMPS, 1/2" SITE ,�,Ld 7 - Ol FINISH GRADE �
III—III— C—III —III DBRASS NIPPLE `^ vr � O i =O Q2 90% COMPACTED BACKFLL
III—III— --III— @BLACK IRON PIPE, O O3 NON-PR ESSURE LATERAL � � U C�
—III— 4 0-- 6 L- �
1/2" DIA x 36" � �'- Q4 PRESSURE MAIN (SUPPLY LINE)Lu
U
(DBRASS BALL VALVE � ;�,
w ate- i' 0
01 CU FT 3/4" ROCK � Q5 CONTROL WIRE SLEEVE0
v 14 O9 BRASS ELL CONTROL WIRE u u a-
b$ __ �'��; �� (@BRASS STREET ELL � � III �/ /� �T _ � INSTALL 3" BELOW MAINLINE
/� 5 11 SCH 80 PVC TEE SxSxT N / % � Q3 BUNDLE AND TAPE AT 10 coNsu�rnNr
� FOOT INTERVALS, PIGTAIL AND
12 MAINLINE LOOP CONTROL WIRE AT ALL
12 11 13 10@BRASS — Q 90 DEGREE CHANGES IN
NIPPLE, 6" LENGTH -- _ �pNDSc�PF
DIRECTION. o
(9EXTENSIONS AS REVD. z j O O7 SAND BACKFILL P.
� 02
s/ao/oi \4
koo
E QUICK COUPLER VALVE C TRENCHING
NOT TO SCALE (TVUSD STANDARD DETAIL) � NOT TO SCALE (TVUSD STANDARD DETAIL)
SHEET TITLE
IRRIGATION
DETAILS
TVUSD STANDARD IRRIGATION SYSTEM DETAILS
FOR REFERENCE ONLY
REVISIONS BATE BY
BID SET 5/02/01
JOB // 559-05
DESIGNED F.S.
DRAWN
CHECKED
DATE 5-2-01
SCALE: N.T.S.
SHEET
L4,02
OF `G�
1
}• ♦ • • • •,• • • • • n
+ l •
-- x •
RJM
DESIGN GROUP INC.
PLANNING AND LANDSCAPE
• DEMOLISH AND REMOVE EXISTING VEGETATION '
ARCHITECTURE
• 31691 CAMINO CAP13TRANO
AS REQUIRED FOR NEW CONSTRUCTION. SAN JUAN CAPISTRANO, CA. 92676
-+ (949) 493 26Q0 FAX (949) 493-2690
D D APE L• DAIVIA E LAN SC I D REPLA E �► L G REPA R AN C
U D BY DEMOLITION OR AND/OR IRRIDATION CA SE .
. •••• CONSTRUCTION.
• PROJECT TITLE.
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E ARCHITECTU S POOL UILDING ,
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SHEET TITLE
PLANTING
FLAN
PL T_ G. L.E-GEND
SYMBOLBOTANICAL COMMON NAME Qu TITY SIZE COMMENTS
TREE S - - 14' HT 0 REVISIONS DATE BY
SYAGR US ROMANZOFFIAN UM / QUEEN PALM 41 36" BOX
BID SET 5/2/01
SHRUBS ROSA SPECIES / SHRUB ROSE 104 5 GAL. SPREADING; COLOR: RED
DIETES BICOLOR/ FORTNIGHT LILY 119 1 GAL, 2'-6" O•C•
PHORMIUM TENAX 'VARIEGATUM' / 19 5 GAL. SPACING PER PLAN
VARIEGATED NEW ZEALAND FLAX
PITTOSPORUM TOBIRA / PITTOSPORUM 19 5 GAL. 41.011
O•C.
$2 5 GAL. 41-01, O.C.
RHAPHIOLEPIS INDICA ' CLARA' / INDIA HAWTHORN
JOB # 559--05
DESIGNED L.M.
GROUNDCOVER TRACHELOSPERMUMJASMINOIDES / STAR JASMINE 934(2121SQ•FT, 18►► U.C.) 1 JAL.
DRAWN STAFF
CHECKED L.M.
DATE APRIL 30, 2001
VINES PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY 27 1 GALO
0 20 40
SCALE: 1" - 20'-0"
1 -
SHEET
OF
FACE OF WALL/BLD'G,
NOTE: TOP OF ROOT BALL FIN, GRApE AT SLOPE � � SPREAD ON WALL &
SHALL BE 2" ABOVE WHERE Af�PLICABLL � • • • • r �I • SECURE W/ANCHORS
FINISH GRADE TAPER 1 :1 MAX. CUT � (PER SPECS.)
SLOPE AT PLANT PIT REMOVE NURSERY
• • • • 0 • • • • • STAKE
SET kOOTBALL TIGHT
0 0 0 0 0 0 r r 0 TO LOOTING, REMOVE
1/2D ANY EXCESS TRASH,
PLANT TABLETS 6" SLOP6 CONC. AT PLANTING
(SEE SPECS.) 3" FLAT AREAS HOLE
EDGE OF PAVING, WALK, WALL, ETC. RJM
`� FERTILIZER TABLET(S) DESIGN GROUP, INC.
FINISH GRADE SEE SPEC. 3uxnw�,wo L.wosc.+ac n�+��inrecrune
J I III- I-III
NU CnP19TILW
6" BASIN ur iuw caaIsT�uxo. c�.
ia4s, 4e3 zeo0 east�a� �e3-2eao
� �I I ;p? PLANT TABLET GIFOUNDCdVER INSTALL MULCH PRIOR TO FINISH GRADE
� _ - � � (SEE SPECS.) � PLANTING GROUNDCOVER AS REQ'D.
III �m PROJECT TITLE
V.
BACKFILL MIX " '-��-��- PLANTING BACKF'ILL PUDbLE � �
(SEE SPECS.) AND SETTLE TO SETof
-
2X ROOTBALL PLANT AT FINISH GRADE
PLANTING BACKFILL Q
PUDDLH AND SETTLE � ^y
III-I II`I I I-II 2X ROOTBALL TO SET PLANT AT
� � ��- P
FINISH GRADE � O
SUBGRADEJ CONDITIONED SOIL
NOTE: LOCATE PLANTS SPACED EQUIDISTANT' (D)
NOTE• ALL PLANT BASINS SHALL RECEIVE FRbM EACH OTHER AS SHOWN. D = AS NOTE: ALL PLANT BASINS SHALL RECEIVE � •�
A 2" LAYER OF APPROVED MULCH. SHOWN ON PLANTING PLAN, A 2" LAYER OF APPROVED MULCH,
It
CI TY OF TEMECULA NO SCALE CI TY OF TE ECULA No scu.E o. CITY OF TEMECULA kO ��
g :. aP � a _00
100
cow)
C�ROUNDCOVER
� SHRUB - 5 � PLANTING P - 6 � VINE PLANTING P - 4
Oo
cow
SIN
BOTTOM OF
FROND PETIOLc� � 4O
2
5
Z% MIN. Z% MIN.
III-III-III I I= I I-III=III-1I l CONSULTANT
=-v(12.�) � III11111- IIIIITI 6
4
oe
y y
10 O - w
III '. I�m � MIN. SLOPE gyp" � 02
III 0 = Clp
O PER PLAN _ ��, ex . /a0/oi
I I �I . _. 0 ~ O I I1=1 I = _ - _ J - 9r OF ca��E°`��
o I-1 I I-1 11=1 I IFI -�� : �8 -1I1= EEIII-II1=1I1=1I11II-
12 IIIII �
8 -11 9
LE(SEND:
(12�) 1. 6" ATRIUM DOM�C IN ALL SHRUB AREAS.
LEGENb�
2. DRAIN GRATE, MODEL NO. NDS 75 (GREEN)
1. BOX - SIZE DER PLANT LEGEND
2. SAND BACKFILL PEA SPECIFICATIONS 3. CONNECTION BEtWEEN DY2AIN ANb DRAINLINE PEf� CIVIL ENGINEER'S DRAWINGS.
J. PVCi CAP - LACK, REMOVABLE FOIa� OBSE17VATION
4. FINI�N GRAdE 4. DRAIN RISER PIPE
ti. (4") DIA. PVC PIPE 5. FINISH GRADE
C. NATIVE SOIL
1. FILTER FAB{�IG CONTINUOUS AT BOTTOM O� PLANT 6. SOLID PVC DRAINLINE PER CIVIL ENGINEER'S DWOS
PIT WITH A MIN, (6") WRAP UP SIDES
9. 4' DIA. PVC bEQFORATED PIKE NOTE:
GRADE AND SLOPE FOR DRAINAGE. SHEET TITLE
9. GRAVEL SUMP BACKFILL, (3/4') CRWSNED AGGREGATE PftODUCT5 LISTED ABOVE ARE MANUFACTURED
10. PALM QOO7BALL, MIN. SIZE F'ER 'PALM TREE EXPERT' - BY NATIONAL DRAIN SUPPLIES, INC., (213) 896-0591,
REFER TO SPECIFICATIONS. OR APPROVED EQUAL
11. PVC END CAP NOTES - PLANTINGt
12, SLdPE TO DRAIN, MIN. 2% ALL Df2AIN PIPES TO 8� SDR 39 OR DETAILS
OR SCW.40 OR APPROVED EQUAL. SCALE: N.T.S.
L A N N � A REA AT R I U M D A I N
A � M T � E � PLA N T I N � (SEE CIVIL ENGINEER'S PLANS FOR LOCATIONS)
..........
PLANTING NOTES .
REVISIONS BATE BY
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS 17. AFTER kOUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR BID SET 5 oz of
OC2 PLANT DISEASES, PRE-3ELECT�D OR 'TAGGED' MATERIAL MUST BL INSPECTED BY THE $HALL NAVE SOIL SAMPLES TAKEN AT THREE DIFFERENT LOCATIONS
1. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORMO CONTRACTOR AND CEF�TIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTORS THROUGHOUT THE SItE AS OETERMINED BY THE CITY. J
ObLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SP�CCIFICA710NS. THESE 8AMPLI�S SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL
2. ALL LANDSCAPED AR�CAS TO RECEIVE AUTOMATED IRRIGATION. FERTILItY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS.
3. NEFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, rERTILIZATION, MULCHING, 11 . CONTRACTOR SHALL BL RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL TWO SAMPLES SHALL BE TAKEN At EACH LOCATION: (1 ) GROUND LEVEL TO 10" DEEP, (2)
AND OTHER ADDITIONAL PLANTING INFORMATION. UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE 24" TO 36" DEEP. EACH SAMPLE ,SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND
RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION
4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF
WRITTEN CHANGE ORbER FROM CITY. SUBMIT SOIL REPORT TO CITY/LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION. IT IS OBVIOUS CHAT UNKNOWN OB5IRUCTIdNS ANb/OR GRADE DIFFERENCES EXIST THAT PRIOR TO PLANTING.
5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APP�20VAL OF THE MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION' S SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL 18. SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE JOB # 559-05
LANDSCAPE ARCHITECT. ASSUME FULL RESPON81BILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE INDICATED. DESIGNED
SUCH NOTIFICATION. DRAWN S.H.
6. CONTRACTOR SHALL NOTIFY CITYS AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO 19. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- L.M.
It
COMMENCEMENT OF WORK TO COORDINATE PROJ�CTINSPECTION SCHEDULES. 13. CONTRACTOR SMALL B� RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTOR CHECKED
SITE EXCAVATIONS. SHOULd IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. DATE SAY 81 2001
AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. SOIL SHALL B� SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY
7. 5EE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT 01MENSIONS AND INHIBIT OR RETARD NORMAL PLANT GROWTH, SOIL TESTING RESULTS SHALL BE SUBMITTED
�ACKFILL REQUIREMENTS. AND APPROVEb PRIOR TO SOIL IMPLEMENTATION.
14. CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LET7E
8. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION.
LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN 20. ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A 2" DEEP LAYER SCALE: AS NOTED
TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE 15. PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND OF 'MEDIUM GRIND MULCH' AT THE CONCLUSION OF PLANTING OPERATIONS.
THE MATERIALS. SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT 21. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR
MATERIAL QUANTITIES PER PLAN. �
9. CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES NOT ALREADY TAGGED BY AROUND COVE�t SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN SHEET
LANDSCAPE ARCHITECT. PHOTOS SHOULD INCLUDE A PERSON FOR 8CALE OURPO!3ES. �6. CONTRACTOR TO ASSURE POSITIVE D�2AINAGE IN ALL PLANTING AREAS - 27o MINIMUM ONE-HALF THE SPECIFIED ON-CENTER SPACING. 1
ALL SOX TREES SHALL BE 0r QUALITY AS DETERMINED BY THE CITY/LANDSCAPE ALLOWED. 22. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION,
ARCHITECT. MATERIAL FOUND UNSUITABLE FOR tHE DESIGN OR SPECIFICATION INTENT
WILL BE REJECTED. UPON PROVIDING SUPPORT PER DETAIL.
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DETAILS
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HANDICAP , ACCES ',31BILITY SIGNS
TUBULAR STEEL POOL GATE
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5-0" MAX. 5-0" OPENING 5'-0" OPENING
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REVISIONS DATE BY
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TYP. �—
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TUBULAR STEEL FE ICINIG TIJBULAR STEEL MAINTENAN-CE DOUBLE GATE CONCRETE BLOCK WALL W LASTER FINISH
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PLANNING AND LANDSCAPE ARC.
-�.ITEGTURE
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#4 BARS 12 �.�. 1 � i i { � , 1 I SAN 1VAN C�iPISTR.INO, CA.. `�2875
� i (949) 493-2600 ?AX (949) 493-2690
EACH WAY
SECTION #3 REBAR @ 12" O.C. T\(P.
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Thick Door Hardware Door 1. Lavatory, See Plumbing drawings
• o � Sym S1ze Closer Special Remarks ,
AC1 . Provide 1 /o of total lockers or one minimum accessible locker. (1115B.6-4) ness Type Type Shoe '
interior 8" wide natural gray precision concrete block exterior wall. See sections 2■ Flush Valve Toilet, See Plumbing drawings
Shown shaded on this sheet and elevations on sheet A9 and Al 0 and „ , ,
■ ■ 1 5-8 X 7-2 1 3/4 G #1 No Yes and elevations for heights. Running bond pattern. Top of to be 16w0 .
new-exterior locker elevation an sheet Al 2 for location of accessible lockers. 1r 3. Flush Valve Urinal, See Plumbing drawings
5'-811 X 7'-2" 1 3/41' #1 No Yes above top of floor slab. Exterior wall surfaces to be 1 minimum thickness,
2 G
three coat plaster with smooth steel troweled surface. Seeinterior 4. Janitor's floor sink. a Plumbingr win
AC2. Provide 36" minimum clearpath to the accessible lockers. (1115B.6.4) 5'-811 X 7'_211 1 3/411 #1 No Yes Se d a gs
3 G elevations far surfaces to bepainted. u.
r 4 3'-0" X 7r-2" 1 3/41' F #1 No Yes r r 5. Semit Recessed, wall mounted electric hand dryer, Bob iclr#r B-751 White See Interior Elevations on fa
11 ��
AC3. Provide latch and locking hardware on the accessible lockers that does not 8 wide natural gray precision concrete block interior wall. To of wall to A9 and A10 for mounting heights
require twisting, 5 6 4 X 7 2 13/4 G #1 No a be 14-a above to of floor slab. Runnin bond attern. See interiorequ e or grasping to operate. r • ■p g p _- + ■ ■ ,
• 6 3'-0" x 7'-211 1 3/411 F #1 No Yes elevations and finish schedule for surfaces to be painted 6. Wall mounted soap dispenser. See Interior Elevation on A9 and A10 for product specification
AC4. Provide 30" x 4811 clear floor space in front of the accessible lockers. See 3'-0" X 7'_211 1 3/41' No No • " 7. Wall mounted foldin 'ac i I t tshower. ri k#B 171 (right h n t• 7 B � 6 wide re r cisi n c nerete block wall 6�8 h i ht■ Pint x 1g cess b e sea a Bob c 5 a d) o befloorplan,on this sheet for clearance re uirements. g Y p e o o • e g a e posed .
. a � ,� 1 �� used at Women s shower and #B5181 (left hand} to be used at Men s shower. See interior elevations
8 2-4 x 6.0 1 3/4 E #4 No No wall surfaces as shown on interior elevations. See structural drawings for mounting height.
for reinforcement requirements.
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AC5. Provide diameter turning • '�411 x 13/411 #4 No Noq area adjacent to accessible lockers. See floor 9 2 6 o E
Wall mounted, stainless steel, grab bars. See Interior elevations on A9 and Al0 far product references
. 8.plan on this sheet for clearance requirements - 2'-411 x 6'-0" 1 3/4" E #4 No No 6" widegreyrecision concrete block wall 6'-8" hei ht.� Paint ex osed n m ntin heights
10 , p I . g and mounting
r ■ r r- 11 x r� 1r /411 No wall surface as shown on interior elevations. See structural drawings •
48" 11 2 6 6 0 13 E #4 No -
AC6. Provide 24" x changing bench adjacent to accessible lockers. Bench for reinforcement requirements. - 9. Accessible shower stall with special height shower head and hand held shower wand
shall be 17" to 19" high; 1 1/4" thick solid laminated maple and set on six 12 .31-011 x 6'-0" 1 3/4" E #5 Yes No Provide self closing door hinges See interior elevations on sheet A9 and A10 for mounting heights and product specifcation.
pedestalsper bench as well as secured to wall with concealed stainless 3'_011 x 7'_/�11 1 /41' F' #1 No Yes Non Bearing, non rated interior wall with 1 1/2 x 6 , 24 gauge, galvanized , y .r 13 3 1r 10. 5 0 dia. clear accessible turning radius, shown dashed
:?:�-;�.:.,��:-':.f,.,:,ti�"::�y:�,•:;;�+:::-�:i.,'-:,._�'�.�,,:,n.:;;�• 1 I min n�! steel studs at 6 o c. Wall framing and daywall to run from to of slab to
steel, l 1/2, x 1 1/2 angle to wall. See floor plan on this sheet and Interior r 1r r I1 Ir .•,r;..•ya;rr�.r....rc., .; _. .. �. rrr pi 4 3-o x 7-2 1 3/4 ..,,::. +...:: .,.. :>-:.::.....
. . B #2 No No underside of roof joists. (approx. 13-0 ) ace wall with one layer 5/8" RJM DESIGN GROUP, INC.
elevations on sheets A9 and Al 0 for locations, clearances and additional 11 r 30 x 48 accessible clear approach at lavatorle and urinal, shown shaded
1 3'-011 X 7'.211 1 3/411 F #1 No No type X drywall each face, applied parallel or at right angles to each side
notes. 1r r 1r 1r Ir +
of stud with 1 Type S dr wall screws at 8 o.c. at verticaljoints and 12 12. 36 x 60 accessible clear a roach at toilets, shown shaded PLANNI A AND LANDSCAPE ARCHITECTURE
„ , „ ■ , Y ■ pp 31591 eAMINo cAPISTRANo
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16 2-6 x 6-0 13/4 E #4 No No o.c. at floor and ceiling runners and intermediate studs. Provide 3 1/2 SAN JUAN CAPISTRANO, CA. 92075
AC7. Disburse accessible lockers. Locate more than one area. See floor plan , 11 , „ • fiberglass batt insulation at all stud bays 13+ 60 "x 60 " accessible clearance at entrance door, shown shaded (949) 493 2600 FAX(949) 493 2690
• r17 3-� x 6-0 13/41' E #5 Yes No Provide self closing door hinges g
on this sheet and elevations on sheets A9, Al 0 and Al 2 for locations of
accessible lockers. 18 3'-0"x 7'-211 1 3/411 A #1 Na Yes Non Bearing, non rated furringwall with 1 1/2" x 3 5/8" 24gauge 14. INTERIOR and EXTERIOR Lockers shall be Republic Storage or ap roved equal and shall be Heavy
1r • Dut Ventilated t e 15" wide b 18" hi h b 15" dee set on 6" hi curb. Curb to be supplied b
- r 11 r 11 steel studs at 16 o.cr Finished wall hei ht to match ad acent y Yp ' ytep� g pp Y
19 3-0 X 7-02 13/4 A #1 No Yes galvanized g 1 the locker manufacturer. Arrangement s all as shown on the interior elevations on Sheets Al 9,
AC8. Showers are located near accessible showers as shown on this floorplan , ;, concrete block wall W-8" A.F.F.) •Face wall and exposed ed es and-top A10 and exterior locker elevation on sheet Al 1. Lacks shall be Padlock t e as su lied b individual
3-0 X 7-0 1 3/4CNo No �����f�f���rr���������,� 1r type pp Y
20 edge with one layer 5/8 water resistant drywall, a lied ara lel or at ri ht •g Y �� r � applied p g users. See notes an this sheet for special lockers at accessbile locations
AC9. Provided3'-0"x 7'-21' 13/41' #1 No Yes angles to each stud with 1 type S drywal screws at 8 o.c: at vertical •shelf and pole at max. 4 A.F.F. and lower shelf at 9 min. A.F.F. at 21 F .
• r it �� joints and 12 o+c. at floor and ceiling runners and intermediate studs. Tap 15. Hand Sink, See Plumbing Drawings
accessible lockers as shown on the locker elevations on sheets A9, Al 0 and 6-4 x _2 11 G # No Yes
22 1 3I4 1 face of drywall to be flush with adjacent concrete black wall and finished
Al 2. with tile cap as r d tail ref renced n interiorelevations. 16. Standard benches at Dressing Area shall be b Republic Storage or approved equal and shall be
. 23 3-0 x 7-2 1 3/4' F #1 No Yes e p per e e a
91/2" wide by 1 1/4"thick by 4'-0" long, solid (aminated maple and set on three pedestals per bench,
AC1 0. Accessiblelockers I 2 3r-011 x7r.011 1 /4„ #3 No Yes Provide 12"wide by 1811 high fixed secured to concrete slab floor as per specifications.
shall be used only,by those needing assistance. See 4 3 C glass window In door. See elevation .
r r ,
locker.elevations on sheets A9, Al 0 and Al 2 for accessible locker signage. - ■.. •
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AccessibleLocker ecificationRe uirementsDoora enFloorPlan
and it otes
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I i I I REVISIONS DATE BY .
Route roof and overfl drain Locate this oof drain and 2 .
• overflow dr in and pipes on I
on Office Storage sid of wall wi • p p I
' cross over from roof d ain as hi h s the plum bin chase side of I I
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- Thick Door Hardware D oor 1. Lavatory, See Plumbing drawings
Sym Size Closer Special Remarks AC1 . Provide 1 /Q of total lockers or one minimum accessible locker. (11 158.6.4 Hess Type Type Shoe . .
• 8 wide natural gray precision concrete block exterior wall. See sections 2. Flush Valve Toilet, See Plumbing drawings
Shawn shaded on this sheet and Interior elevations on sheet A9 and All a and ,- „ ,� „ Yes ' "
. 1 5 8 X 7 2 1 3/4 G #1 No and elevations for heights. Running bond pattern. Top of to be 16.0 _
new exterior locker elevation on sheet All 2 for location of accessible lockers. r r If • 3. Flush Valve Urinal, See Plumbing drawings
5-8 X 7-2 1 3/4 � #1 No Yes above tap of floor slab. Exterior wall surfaces to be 1 minimum thickness,
2 G .
�� three coat plaster with smooth steel troweled surface. See interior 4. Janitor's floor sink. See Plumbin drawin s
AC2. Provide 36" minimum clearpath to the accessible lockers. (1115B.6.4) 5'-8" x 7`-2" 1 3/4 G #1 No Yes elevations for surfaces to be ainted. g g p
4 31-0" X 7'-2" 1 3/4" F #1 No Yes • 5. Semit Recessed, wall mounted electric hand dryer, Bobrick# B-751 White See Interior Elevations on
AC3. Provide latch and locking hardware on the accessible lockers that does not 8 wide natural gray precision concrete block interior wall. To of wall to A9 and Al Q for mounting heights
• 5 6-4 X 7-2 1 3/4 G #1 No Yes be 14'-0" above to of floor slab. Runnin band attern. See interiorrequire twisting, pinching or grasping to operate. • .p g p . . ,
6
3`-0" x 7'-2" 1 3/4" F #1 No Yes elevations and finish schedule for surfaces to be painted 6. Wall mounted soap dispenser. See interior Elevation on A9 and A10 for product specification
AC4. 'Provide 30" x 48" clear floor space in front of the accessible lockers. See 1- 'r X 7'-2" 1 /4" N No " • ,• 7. Wall mounted folding accessible seat at shower. Bobrick #85171 (right hand to be
7 3 0 3 B #2 0 6 wide re recision concrete block wall 6-8 hei lit. Paint ex osed � � }
floorplan an this sheet for clearance re ulrements. � g yp � g p• used at Women's shower and #B5181 (left hand to be used at Men's shower. See Interior elevations
q r �� r �� �' wall surfaces a shown on interior elevations. See structural drawings �
8 2-4 x 6-Q 1 3/4 E #4 No No a s g for mountingheight.
AC5. Provide 60" diameter turning area adjacent to accessible lockers. See floor 9 2`-4" x 6'•0" 1 3/4" E _ #4 No No
far reinforcement requirements. g •
8. Wall mounted, stainless steel, grab bars. See Interior elevations an A9 and Al for product references ,
plan on this sheet for clearance requirements 10 2'-4" x 6`-0" 1 3/4" E #4 No No 6" wide, grey precision concrete block wall, 6'-8" height. Paint exposed and mounting heights
� g g
• ,_ „ wall surface as shown on interior elevations. See structural drawings
. 11 2-6 x 6 0 13/4 E #4 No No 9. Accessible shower stall with s eclat hei lit shower head and hand held shower wand
AC6. Provide 24" x 48" changing bench adjacent to accessible lockers. Bench for reinforcement requirements. p g
shall be 17" to 19" high, 1 1/4" thick solid laminated maple and set an six 12 3`-0" x 6`•0" 1 3/4" E #4 Yes No Provide self closing door hinges See interior elevations on sheet A9 and Al Q far mounting heights,and product specifcatian.
a
per bench as well as secured to wall with concealed stainless 30-0" x 7`-2" N Yes Nan Bearing, non rated interior wall with 1 1/2" x 6", 24 gauge, galvanized .pedestals 13 1 3/4 F #1 0 1 Q. 5 0 dia. clear accessible turning radius, shown dashed
11 +� steel studs at 16 o.c. Wall framing and drywall to run from to of slab to
steel, 1 1/2 x 1 1/2 angle to wall. See floorplan an this sheet and interior , „ , '•� ��� g y pg 3-Q X'7-2 1 3/4 No Nojoists. �r
14 B #2 underside of roof 13-0 } Face wall with one la er 5/8 �� �� :RJM :DESI�rN GRaUP, INS.
y 11. 30 x 48 accessible clear a roach at lavatorie and urinal, shown shaded
elevations on sheets A9 and Al a for locations, clearances and additional 1 1 pp .
3'-0" X 7`-2" 1 3/4" F #1 No No type X drywall each face, applied parallel or at right angles to each side
notes. 15 �r r r +' �r +� +� PLANNING AND LANDSCAPE ARCHITECTURE
of stud with 1 Type S drywall screws at 8 o.c. at vertical joints and 12 12. 36 x 6o accessible clear approach at toilets, shown shaded 31591 CAMINo CAPISTRANa
• 16 2'-6" x 6'-0" 1 3/4" E #4 No No o.c. at floor and ceiling runners and intermediate studs. Provide 3 1/2" SAN J.UAN CAPISTRANO, CA. 92675
(949) 493 26W • FAX(949) 493 2690
AC7. Disburse accessible lockers. Locate in more than one area. See floor plan , ,_ ,r fiberglass batt insulation at all stud bays 13. 60 " x 60 " accessible clearance at entrance door, shown shaded
an this sheet and elevations an sheets A9, Al a and Al 2 for locations of
17 3-0 x 6 0 1 3/4 E #4 Yes No Provide self closing door hinges -
1 8 3'-0" x 7' 2" 1 3/4" A #1 No Yes Non Bearing, non rated furring wall with 1 1/2" x 3 5/8" 24gauge 14• INTERIOR and EXTERIOR Lockers shall be Republic Storage or ap roved equal and shall be Heavy
accessible lockers. - g, g � it rr rr it •
1 Finished wall height Duty Ventilated type, 15 wide by 18 hi h b 15 deep, set on 6 highcurb. Curb to be supplied by
. 3`-0" X 7'-2" 1 3/4" A #1 No Yes galvanized steel studs at 6 a.c. s ed a to match adjacent the locker manufacturer. Arran ement s allte as shown on the interior elevations on Sheets A191 ritt
concrete black wall 6-8 A.F.F. Face wall and ex osed ed es and to g • •
AC8. Showers are located near accessible showers as shown on this floorplan , , „ C } p, g . p A10 and exterior locker elevation on sheet All. Lacks shall be Padlock t e as su lied b individual
3-o x7-o 13/4 C Na No � � � � � � � � � � � � type pp y
20 #s - edge with one layer 5/8 water resistant drywall, applied parallel or at right users. See notes on this sheet for special lockers at accessbile locations
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• 3'-0" x 7`-2" 1 3/4" #1 - No Yes angles to each stud with 1 ty e S drywall screws at 8 o.c: at vertical
r AC9. Provided shelf and pole at max. 4 A.F.F. and lower shelf at 9 min. A.F.F. at 21 F it
. ,� joints and 12 o.c. at floor an ceiling runners and intermediate studs. Top 15. Hand Sink, See Plumbing Drawings
accessible lockers as shown on the locker elevations an sheets A9, Al 0'and 6�_4 x 7�_2 ++ G �1 No gyres I adjacentconcretew f n 22 1 3/4 face of drywall to be flush with adjace all and finished
Al 2. ,r , with tile cap as per detail referenced on interior elevations. 16. Standard benches at Dressing Area shall be b Republic Storage or approved equal and shall be '
• 23 3 0 x 7-2 1 3/4 F #1 No Yes p p 91/2" wide b 1 1/4" thick b 4'-0" long, solid aminated maple and set on three pedestals per bench
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AC1 o. Accessible lockers shall be used onlyby those needin •assistance. See 24 3'�0"X 7'-Q" 1 3/4'� � #� Na Yes Provide 12"wide by 18"high fixed secured to concrete slab floor as per specifications.
g glass window in door. See elevation
locker elevations on sheets A9, Al 0 and Al 2 f or' accessible locker signage. 17. Provide wall sign that shall read "Accessible shower stall inside", adjacent to outdoor stall. See
exterior elevations for size, type and mounting height.
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RA E U I L D I N FL R PL N OF
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c 1. Single layer of 5/8"dr wall at underside of roof joists at Storage.Building ceilings and ceilings of
of Life uard's Off ice, fora a Roam and Ticket Cantral Office. Framing contractor to rovi e
2 x 4 b ockin between rootjoists at locations to be determined by the drywall contras or. Secure
to joists and locking with 1 1/411 type 'S'drywall screws at 8"o.c. See specifications for
additional information.
2. Single layer of 5/8"water resistant drywall ("greenboard") at underside of roof joists at all ceiling
I
areas within Locker Rooms, Showers and Restrooms. Continue greenboard on vertical face of
skylight shafts. Framing contractor to provide 2 x 4 blocking between roof joists at locations to
be determined by the drywall contractor. Secure to joists and blocking with 1 1/4"type IS' drywall
screws at 8"o.c. See specifications for additional information
3. Single layer of 5/8" water resistant dr wall " reenboard" ) at underside of roof joists at Pool
g Y (
Equipment Room, Chemical Room 1 and hemical Room #2■ Continue greenboard on vertical
face of sk II ht shafts. Framingcontractor to provide 2 x 4 bloc in between roof joists at
locations o e determined by he drywall contractor. Secure to jois s and blocking with 1 1/4"type
'S'drywall screws at 8"o.c. See specifications for additional information
4. 48" x 48" acrylic ventilating skylight shown dashed and shaded on this plan. See detail as
referenced and specifcations for additional information. Note: All skylights shall conform to
the requirements of CBC Section 2603.7
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5. 6"x 10"tube steel beams with bottom at 10'•0" (shown dashed) for locations within rooms. See
sections for additional information and locations. Beams on interior to be painted as directed RJM DESIGN GROUP, INC.
in the specifications.
PLANNING AND LANDSCAPE ARCHITECTURE
6. 6"x 10" tube steel beams with bottom at 10'-0" (shown solid) for exterior locations. See sections 31591 CAMINO CAPISTRANO
for additional information and locations. Beams on exteior to be painted as directed in the (949)493 2600 ISTR:No.FAX•(949) 493 2690
1
specif ications.
(' 7. Curving tube steel canopy with "Sunbrella"fabric covering. Members to be shop fabricated to the
c radius measurements shown on this plan. See referenced detail and specifications for additional
information. •
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8. See electrical and mechanical drawings for locations of surface mounted light fixtures and
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Route roof and overfI drain
on Office Storage side of wall with I I I I
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PO L LD R F L D C ILING PLAN OF
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1. Single layer of 5/8"drywall at underside of roof joists at Storage Building ceilings and ceilin s of
of Lifeguard's Office, Lora a Room and Ticket Control Office. Framing contractor to provi e
2 x 4 blocking between roo joists at locations to be determined by the drywall contractor. Secure
to joists and blocking with 1 1/4" type 'S'drywall screws at 8"o.c. See specifications for
additional information.
2. Single layer of 5/8" water resistant drywall ("greenboard") at underside of roof joists at all ceiling
areas within Locker Rooms, Showers and Restrooms. Continue greenboard on vertical face of
skylight shafts. Framing contractor to provide 2 x 4 blocking between roof joists at locations to
be determined by the drywall contractor. Secure to joists and blocking with 1 1/4"type 'S' drywall
screws at 8" o.c. See specifications for additional information
3. Single layer of 5/8" water resistant dr wall �" reenboard" ) at underside of roof joists at Pool
Equipment Room, Chemical Room 1 and hemical Room #2. Continue greenboard on vertical
face of sk li ht shafts. Framin contractor to provide 2 x 4 bloc 'in between roof joists at
locations o e determined by he drywall contractor. Secure to joins and blocking with 1 1/4"type
'S'drywall screws at 8" o.c. See specifications for additional information
4. 48" x 48" acrylic ventilating skylight shown dashed and shaded on this plan. See detail as
referenced and specifcations for additional information.
5. 6" x 10"tube steel beams with bottom at 10'-0" (shown dashed) for locations witin rooms. See
sections for additional information and locations. Beams on interior to be painted as directed
in the specifications. R.JM DESIGN GROUP, INC
6. 6" x 10"tube steel beams with bottom at 10'-0" (shown solid) for exterior locations. See sections PLANNING AND LANDSCAPE ARCHITECTURE
for additional information and locations. Beams on exteior to be painted as directed in the 31591 CAMINO CAPISTRANO
specifications. (949)493 2600 ISTRrANO/FAX.(949)7493 2690
7. Curving tube steel canopy with "Sunbrella"fabric covering. Members to be shop fabricated to the
radius measurements shown on this plan. See referenced detail and specifications for additional
information.
8. See electrical and mechanical drawings for locations of surface mounted light fixtures and
suspended heating unit.
Q. 4 x 4 redwood trellis members shown dashed. See roof plan for product specification
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1 1 1 I I n I 1 1
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Tap of roof framing at all ' '
• REVISIONS DATE BY
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locations is set level at 14-Q
above top of slab. Roof slope is
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SHEET
S T 0 R A G E U I L I NG REFLECTED CEI Ll NG PLAN and -TRELLIS
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1. Built up composition roof with mineral cap surface. Minimum Class 'B' rating. Roof to be applied
over tapered rigid insulation witn minimum slope of 1/4" per foot toward roof drains as indicated by
arrows on this plan. Minimum insulation thickness shall be 1 1/2". Use 3"constant he! ht " Fill
Insulation " as required under tapered See specifications for additional information. No e: Roof
framing members and plywood sheathing shall be built level.
2. Combination Roof Drain and Overflow Drain. See referenced detail and plumbing plans for
additional information.
3. 48" x 48" acrylic dome, ventilating skylights shall be Brisotlle #4848 ASL 6 or approved equal
with shop fabricated integral curb. See referenced detail and specifications for additional
information. NOTE: All skylights shall conform to the requirements of CBC Section 2603.7
4. 6" x 10" tube steel trellis beams. See structural drawings fro additional information. See
Reflected Ceiling Plans for dimensions. Paint steel beams as directed in the specifications.
5. Curved tube steel banner support with "Sunbrella"fabric coverin . See referenced detail for
additional information. See structural drawings for connection detailing. See Reflected Ceiling
Plan for dimensions and curve Information.
6. 4 x 4 kiln dried, clear heart, S4S redwood trellis members at 10" o.c. ( shown dashed ) secured to
tube steel members with 1/4" dia. "Nelson Studs" welded to tube steel beams. See detail #3 on
All for additional information.
7. Install tapered insulation crickets on backside of skylights to direct water around skylights
RJM DESIGN GROUP, INC.
PLANNING AND LANDSCAPE ARCHITECTURE
31591 CAMINO CAPISTRANO
SAN J UAN CAP ISTRANO, A. 92675
AX(949) 493 2600 (949) 493 2690
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\ Exhaust fans at Chemical Rooms Pool Building See Electrical drawings Roof Plan
90
0
111 1�141-i�ll
NONE"
MG
4
Q0 To of ara et t II walls
at 16-0 above to of slab D
To of roof fram•ngat all REVISIONS DATE BY
locations is set level at 14'-0"
above top of slab. Roof slope is 2
enerated through tapered
et (3
nsulation as noted on this she
C B A
A 8 A8 A8 QDESIGNED
DRAWN
CHECKED
DATE March 15, 2001
Clot' ,V 0 XX XX
SCALE: 1/4"= 1'-0"
G
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7 10 12 13 14 15 16 17 Afob
SHEET
tit
QF /
F C P L A N
1. Built up composition roof with mineral cap surface. Minimum Class 'B' rating. Roof to be applied
over tapered rigid insulation witn minimum slope of 1/4" per foot toward roof drains as indicated by
arrows on this plan. Minimum insulation thickness shall be 1 1/2". Use 3"constant hei ht " Fill
Insulation " as required under tapered See specifications for additional information. No e: Roof
framing members and plywood sheathing shall be built level.
2. Combination Roof Drain and Overflow Drain. See referenced detail and plumbing plans for
additional information.
3. 48" x 48" acrylic dome, ventilating skylights shall be Brisotlie#4848 ASL- 6 or approved equal
with shop fabricated integral curb. See referenced detail and specifications for additional
information.
4. 6" x 1 Q"tube steel trellis beams. See structural drawings fro additional information. See
Reflected Ceiling Plans for dimensions. Paint steel beams as directed in the specifications.
5. Curved tube steel banner support with "Sunbrella" fabric covering. See referenced detail for
additional information. See structural drawings for connection detailing. See Reflected Ceiling
Plan for dimensions and curve information.
6. 4 x 4 kiln dried, clear heart, S4S redwood trellis members at 1 0"o.c. ( shown dashed ) secured to
tube steel members with 1/4"dia. "Nelson Studs" welded to tube steel beams. See detail #3 on
All for additional information.
RJM DESIGN GROUP,'INC.
PLANNING AND LANDSCAPE ARCHITECTURE
31591 CAMINO CAPISTRANO
SAN J UAN CAP ISTRANO, CA. 92075
(949) 493 2600 • FAX(949) 493 2690
C)
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REVISIONS
DATE
BY
locations is set level at 14rr0r
above top of slab. Roof slope is
generated through tapered
insulation as noted on this sheet A8A8C JOB#
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DESIGNED
DRAWN
F CHECKED
DATE
o xx xx Sri
� SCALE. 1/41111r011
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1 2 3 4 6 7 8 9 10 11 12
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A/ %4,* SHEET
S T 0 R A G E UILDING ROOF PLAN OF