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764 GENERAL NOTES: LEGAL DESCRIPTION 1. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE 15. ALL GRADING SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY DIRECTOR OF PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK IN STANDARD DRAWINGS DS -8, DS -10, DS -11 AND D -75. DECLARATION OF RESPONSIBLE CHARGE LOT 381 OF COUNTY TRACT NUMBER 4304 -8 PER MAP NUMBER 11143 THE COUNTY RIGHT -OF -WAY. RECORDED FEBRUARY 13, 1985, ASSESSOR'S PARCEL NUMBER 257- 050 -078 16. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT (W /O) 2. ALL SLOPES OVER 3 FEET [V HEIGHT WILL BE PLANTED IN SHALL BE PROVIDED SATISFACTORY TO THE COUNTY DEPARTMENT OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR ACCORDANCE WITH SAN DIEGO CCiNPY SPECIFICATIONS. PUBLIC WORKS IN THE EVENT THE SITE IS EXPOSED TO EROSION THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE DURING THE PERIOD BETWEEN NOVEMBER 1 AND APRIL 15. EROSION OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 3. THE CONTRACTOR SHALL VERIFY IHE EXISTENCE AND LOCATION OF CONTROL MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO , 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE SLOPE PROTECTION, INSTALLATION OF JUTE MATTING OR APPROVED DESIGN IS CONSISTENT WITH CURRENT STANDARDS PROPOSED WORK SHALL BE GIVEN " . () THE FOLLOWING AGENCIES: EQUIVALENT, DESILTING BASINS, ENERGY DISSIPATORS, SILT SOIL ENGINEERS CERTIFICATE (800) CONTROL SAND BAGGING, AND STORM DRAINS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SAN DIEGO GAS b ELECTRIC 22 SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED I HEREBY CERTIFY THAT I HAVE REVIEWED THESE PLANS AND PACIFIC TELEPHONES (800) 422 -4133 17. ALL BUILDING PADS SHALL BE DIKED AND THE DIKES MAINTAINED TO TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER HAVE DETERMINED THAT THE GRADING SHOWN HEREON CONFORMS SEWER: 753 -0155 AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS ATV: 746 -6666 PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. WITH THE FINDINGS AND RECOMMENDATIONS CONTAINED IN THE S WATER: 753 -6466 WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO SOILS REPORT PREPARED BY LEIGHTON AND ASSOCIATES, INC. THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS LADERA ASSOCIATES, INC. DATED OCTOBER 25, 1983, AND ALL SUBSEQUENT ADDENDUMS TO 4. A SOILS REPORT MAY BE REQUIRE[' PRIOR TO THE ISSUANCE OF A THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING 6680 CONVOY COURT DATE. BUILDING PERMIT. EROSION. SAN DIEGO, CA 92111 (619) 292 -5285 ' 5. APPROVAL OF THESE PLANS BY IIE DIRECTOR OF PUBLIC WORKS DOES 18. AN IRRIGATION SYSTEM SHALL BE INSTALLED NOT LATER THAN MAY NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE 15 FOLLOWING THE PLANTING OF THE SLOPES. BY DATE 9A U 6 8 S C.E.G. IOB 7 R.C.E. ?P7 4 4 I PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 19. CATCH BASINS, DESILTING BASINS, AND STORM DRAIN SYSTEM SHALL GARY LI KA R.C.E. 23 BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF 6. THE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE PLANS DOES PUBLIC WORKS. NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY SITE ADDRESS ■ FOUNDATION FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS. NO WAIVER OF THE GRADING ORDINANCE or SAME BY ?Hs REQUIREMENTS CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS GLEN ARBOR DRIVE i WANDERING ROAD IS MADE OR IMPLI'1 (SECTIONS 87.403 6 87.410). ANY SUCH COMMUNITY OF OLIVENHAIN WAIVER MUST BE Oi- 1AINED FROM THE DIRECTOR OF LUER. 7. ALL OPERATIONS CONDUCTED ON THE PREMISES INCLUDING THE sty OWNER /DEVELOPER ■ WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, f'()NSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD R�ROU✓OAGE [E q THE FIELDSTONE COMPANY 21. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE. ROAD 8340 CLAIREMONT MESA BOULEVARD BETWEEN 7:00 A.M. AND ti: 00 P.M. EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE J _ SUITE 211 CONDUCTED ON THE PREMISEt ON SUNDAYS OR HOLIDAYS. — � p SAN DIEGO, CA 92111 UN p PHONE: (619) 565 -4172 8. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO 23. ALL BANKS ARE TO BE 2:1 SLOPE UNLESS NOTED OR SHOWN / bw. V�L Y �RIV PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO OTHERWISE. NATURAL GROUND AND ABUTTING CUT OR FILL SURFACE. 4 t-t4 9. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE 24. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE E 0/-110, J A SIG TURE TITLE DATE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL NT THESE ACCORDANCE WITH THE CONTRACT DOCUMENTS NOR SHALL HE BE PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE A DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANY OTHER Q ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION OF ANY PERSON AT THE JOB SITE OTHER 'HAN THAT OF THE ENGINEER'S SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE EMPLOYEES. W ENGINEER O F WORK PROPERTY WITH SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. LADERA ASSOCIATES, INC. THE COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR 6680, CONVOY COURT CORRECTION OF NON - DEDICATED IMPROVEMENTS WHICH DAMAGE SAN DIEGO, CA 92111 ADJACENT PROPERTY. VICINITY MAP PHONE: ( 619 ) 292 -5285 10. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER NO SCALE � �L � THAN NOVEMBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED j I WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY �^ r 30 Aft Y. AlL THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN NOVEMBER 1 GAR L SKA, I.C.E. 23080 ---- DAT E' AND APRIL 15, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. 11. SLOPE RATIOS EARTHWORK QUANTITIES LEGEND: CUT - 2:1 FOR MINOR SLOPES; 2:1 FOR MAJOR SLOPES CUT (RAW) 14,960 C.Y. CUT SLOPE ... ............................... 5% SHRINKAGE - 748 C.Y. FILL SLOPE .. ............................... AVAILABLE CUT 14,212 C.Y. _1 1 FILL - 2:1 SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE FILL (RAW) 15,888 C.Y. APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AFTER REVIEW IMPORT 1,676 C.Y. EXISTING 2' GROUND CONTOUR ................. 5 OF A REPORT FROM A SOILS ENGINEER. FINISH GRADE ELEVATION ..................... EXCAVATION - !40/2 * C.Y.; FILL /5888 C.Y.; lwoa T /G76 C. Y. C.Y. A SEPARATE PERMIT MUST BE OBTAINED FOR DAYLITE LINE ............................... F�"� WASTE OR IMPORT A A. *,40_V8T60 FOR 57 6'NiP/NK46E DIRECTION OF DRAINAGE .•...•,.•.••.••.••,• 12. TOPS OF ALL SLOPES ARE TO BE DIKED OR TRENCHED TO PREVENT Rr \� II ' M WATER FROM FLOWING OVER THE CRESTS OF SLOPES. b u ` ` FINISHED SURFACE ........................... F.S. 13. AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE 2/ /� FINISHED GRADE ............................. F.G. DEVELOPMENT, A DESILTING BASIN AND /OR AN ENERGY DISSIPATOR h!i�i�l/G� 2-/-90 1 MAY BE REQUIRED TO BE CONSTRUCTED TO REMOVE SILT FROM THE P.. E. fGrol ) .DATE WATER AND RELF'ASE THE WATER AT A NON - EROSIVE VELOCITY EXP(P.E5 G- _'50-5S U e 14. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE Z ; RECOMMENDATION OF THE SOILS AND GEOLOGY SURVEY REPORTS N PREPARED BY :'HE SAN DIEGO COUNTY GRADING ORDINANCE AND IN ui ACCORDANCE WfTH SPECIFIC EROSION CONTROL MEASURES, Q SATISFACTORY 1'O THE DEPARTMENT OF SANITATION AND FLOOD CONTROL AND THE DEPARTMENT OF TRANSPORTATION. PRIVATE CONTRACT Q a PERMITS M T COUNTY OF SAN DIEGO ` O DEPARTMENT OF PUBLIC WORKS REZONE PERMIT NO. J GRADING PLANS FOR: SPECIAL USE PERMIT NO. SUP 85 -028 TENTATIVE MAP NO. NIQ COMM PARK CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEx 3'10 — 168 7 W No. Omriytion 4provW by Osim _ DESCRIPTION: R 16W, 6/- 72 /NT- CONCRETE g` ApWw*W WE snRUE E of work: t AS B U f LTS �ir•�' f - � / $ TREET ,yq1� /M N7 AC7^6 C6th*v7' ENG /NEER = LOCATION: /NTERSECT/ONOFEL C.4M //YYI RE4L .0/1<O �.c.. 2aoeo H . oeIr 114 /N RO. �u = RECORD FROM: /WRT/✓CGY/ �'EAMUZ CONT OL 4 ,4 DrodiM ,�, 35 W ELEVATION: 79-7 DATUM: G S /0 _0 hrrnit N■. (a Deft Iz W FILE N0. 259 -1 I I „Type 0 - �(T Re Y ® s ue° C R& a -/ cufsa /2' 2O . !o' PER R.S.D. G -G , C URB DATA TABLE loc BEARING /DELTA RADIUS LENGTH REMARKS N O °02'06 E 2275 �� y\ v 3 =2�o O 20.60 5. / ���" ❑'f m _ Q Q 41 1Y024 E / H 32 EP27 90 Z V ('r: .; -�=-� 'f• � V 6 D - :�5 /.35,3" 45.00 7. (o �l Q ►\ �U O \ a N5/ °57// W 7. 00 - - 20 'O `v PER R.S.O. 6 -/4./ N / 7/ y W G �' / °02'00 'C R)J ,t/ OP 7. 10 7C2 2 I �� \ 11 0 2 II yai E 6 �, W / � -7/•59 /7 20. g •/ k Al s 0 /3f 2n9 J G,WiLL ZJh/5/'�iACr VE n/ _ L` T. -20 2ELC?51 LAIVE- 00, Ay d- 9 00 \ 3 0 2 g now O J � l '? Z lk I G- /o / I c O o ❑ � cU � �y�pa I PA RKING AREA PLAN I ; 'e /E c�v'eT- lo SCALE: V -20' PARK /NIG AREA S t.9✓ 09 W /LLl�YC/�i / r.� /tom N. = SEE,GL�'T�4 /L ABOIiE ��� ��� 88 I� / � � � rt� } \ I I I I N /7 7W OO 41 '✓� -TZ7NE /AWE. Ti495 S�✓EET. F x •, 1 Ilear X y tioe` O > i WILL0 � ti p P ' 2`. - / 5/ ,� , , / \ 1, - 9a 1� ° o00 y � WSPRING ; 5 �z�� , , I� ? Q m DRIVE , : l�~ Q i / , '� / ,� — ` '� �' /J 4= o *� ` 2 / �� 10' /0. ;- / .5/4 00 1 , �� �� ./ ; 20. 0 0 , R �.. fG:........... /0.00 % �" /Y 63 ° 25 0o_'!�Y ' �" ¢ , i �/ e0_Q8° S pO� R \ _ �� i / Al Or / lr" ' ( � \ I N I / I (1 �_ J / / / _'G� / F i � ,6 ` �/� �' 11 C GG -- x / • o / 'I! � // // / � , \ \ I i ,/) \� L � 1 -- � 71 I ' , �'\�,r^ � F � \j / \ \+ � � / \ \\ \� � � \� _ - — Rr2�• .. r D A SO I I TE EXPIME5 G -30 -93 � 2 - 2 4.75' I ...... �-- ( d , 53°0 �< u PRIVATE CONTRACT, PERMITS T COUNTY OF SAN DIEGO t DEPARTMENT OF PUBLIC WOOKS >t11E It J W I I I I I (1 \� \ \\ \ REZONE PERMIT NO. / GRADING PLANS FOR: SPECIAL USE PERMIT NO. M4/.o _85 -028 TENTATIVE MAP NO. � 1 54 CONI dINITY PARK I i I I CITY APPROVED CHANGES BENCHMARK I I CALIFORNIA COORDINATE INDEX '',92- W a he. DacriPtiut Approved by Date DESCRIPTION: R 1 6Wi 8/ -7P /NT- CONCRETE A,,,w.d ,yE L/ Engi of work: _ I As B U /LTS 1Co/x 4 3TiQEET MONC/MENT ACTi1►G Q0l*7)`SW1NEER - LOCATION: //1'TE.49ECT /ON OFEL CqM /NO ReW ,4N0 B `i�, � GARY R.C.E. H o a OC /4ENH.4 /NRO. W z N RECORD FROM: NORTf/ CO!/NTY i1E,OT /CAC /. Q�4Ti4 Grading t� _ k ELEVATION: 70 ' 7 /& DATUM: U. S.G S. /O - /�� t• Vnmit No. _41W 2c 0 W � FILE N0. 259-1 r.7 If i!p Z ` � \ NO'rf' : ALL- TOI'b ` -44DLL, 10 GH rr-4 v- 4' WE k ED L U 1 ITFJiz o s h� LL FIo^�� P U �) iD s LE t tea I A, pL �� —� ?: �}{ � .ipw� 16 TPLLCr� 11� E.nclj HEPc�. p � X 3 >{ Y y �- SETT: I se l Z• -1. ' ' '� Pd' !� o � C F t SEE SWEET 9 FOR IRRIGATION "OTES. f�J/J}✓� SEE SHEET - 7 FOR IRRIGATION LEGEND. \ / =-''�. ✓ _ "' ! SEE SHEET 4 FOR IRRIGATION DETAILS. �,�/ y T" -.�i i ` i 2 W SEE SWEET 10. FOR IRRIGATION SPEC w I'',. �' /jf� �. , Y, O fA T - e G 1 W 04 ( t ,i •' �' Z C 0) / 0 7 i } IRRIGATION LEGEND CONT. � Q 572! t>FG • !MODEL � NJ, DESGR 1 PT jQjg ` / / ; - _ f / i CJ 1 t / N RAINBIRD 330 QUICK COUPLER VALVE„ 3/P 4 a r {/ -/� n ! j � [ / // / q� -j - � L �` / w I.IJ � TYP. � � ++ a ! _ _ - - -- / ! HAMMO co ACA ND 606 BRASS GATE YALYE, LINE SIZE, I Y � IN VALVE BOX. x'r _{ -5 r k RAIN MASTER RN 36E AUTOMATIC CONTROLLER, 4 yy _ FOR CONTROLLER SIZE SEE PLANS. A ( I7 LATFRAI LINF: CLASS 200 PVC WITH 12• MINIMUM COVER, fa' BELOW PAYING. (CLASS 315 FOR i¢ �'�� `w r y 112" DIAMETER.) - HAINLI E: PVC MAINLINE CLASS \ 315 WITH 18" MINIMUM COYER, 24" UNDER PAYING. -_- — —_ -- ��i -I0; f- •��-'i �` �, ° l ,/ �' t T i f�' `C 5 © EXISTING MATER METER - SEE I wN-L MouHT .-R / 4 -- - --- _ Z3 PLAN FOR SIZE. i. I a K ��✓ 4 i ,� �; �/ i + ak 5 1- E ELECTRICAL SLEEVE PVC SO4EDLPLE 40. la' MINIMUM COYER. _1 ` t -' X �V - } ` -_ PIPE SLEEVE FOR IRRIGATION. � SCHEDULE 40 PVC, 2X THE I DIAMETER 8- PIPE TO BE \ _ -- �'� • ^ `\ 1 r s �-S7 ENCLOSED. 18• MINIMUM COYER. �$ J I s z Viz - P A; ten. l I) IRRIGATION LEGEND v Q A qf p v e Sr�f IEQ� la7o» DESCRIPTION AE RAD LSU seAClil� - !! P i -- _ TORD 1 570 STD. GALLONAGE 90 17' 17 1.20 5_0 '- . .y TA SPRAY HEAD w Z C + A L P ', r I r 5' } '� �� - �`� f u" 1 Z TORO ' 570 STD. G N�IG DE 1 H1 17' 17' 2.50 50 O G _ SPRSPRAY HEA HEAD _ l Z V 4-# r ' I /4i � �� �' ' y � � 1 r J �• / TORO 570 STD. GALLONAGE 270 17 )T 3.60 50 1 \ �„ u r. SPRAY HEAD % \� L / t •� 5 ►' % Lh ,( / f / / / `/\ ! ! f `.�7.5 4 TORO 570 STD. GALLONAGE 360 17 17 4.80 50 �• Q L ui I/ f _ , SPRAY HEAD CD K \ r } - a 9 :. 1 _ ` 5 TORO 570 STD_ GALLONAGE ADJ 17 17 YMIES 50 a ���� / - �'�` b'k ♦ K SPRAY HEAD 0 `,. y, v s •� \\ ( // • r ; -} ` 1 �jy.0 g ` / b (RATER 1 P+ SERIES NOZZLE /1 W-1v 33 33' .8 1 SO Q 3 y + Z,, i iii II I � / ly�/ ��� - y V /" -,� l y • A' G 1 HUNTER i 'P SERIES HOULE 11 33 35' .8 I SO } W HUNTER 1 P' SERIES i NOZZLE 12 ?OIDD 37 37' 1.0 SO (� fN)iTEN 1 P' SERIES NOZZLE 03 /m 38 3E' 1.4 SO i i0 NUTTER IPI SERIES lIDZZLE /S 1 ICE iio 42 12 2.1 SO �. 11 HUNTER 1 P 1 SERIES 1 NUZZLE 16 760 43 45 2.7 50 1 1 yV \` ,� \\ \ % �.. \ \ \\ \� \�. 'L_ k• 1 �_,, NZ HUNTER /P SERIES HOULE 0 101D 42 42 2.1 SO / / HINTER 9 P 1 SERIES 1g2ZLE 06 b 45 45' 2.7 SO Y Q rN HUNTER 1 P 1 SERIES NOZZLE 18 w-&D 47 47 4.2 50 i I HINTER 1 P 1 SERIES NOZZLE 19 19D 48 48 5.5 50 i � \\ \ \� \ '•� \ � � _ / % i � �\ �� HINTER + 1 P 1 SERIES NOZZLE /11 I /!b'ffP SO" 30 8.9 SO HINTER i 'P SERIES NOZAE 117 blo 50 50 9.9 50 T e \c ,, �� \ /.._ �, -. 05 Q INDICATES 4 POP -NIP HEAD IMiUB P' - -�[ -- [;y INDICATES SHIM HEAD INDICATES - RISER \ \ , •.,, ..._ .... HEAD ON h i r y. SHRl1B H L� c '� ar \. ` 4 •� \ \` �' �"�� \Q, T" �� } y RAINBIRD; EFA SERIES ELECTRIC REMOTE CONTROL VALVE 1 '•\ j �, __ _ - -}, A yh -� INSTALLED IN x CHF p } INGES D ATE INS ( \ ,w f\ ce -- > '' RAINBIRD EFA- CP -F4<S PRESSURE REGULATING ELECTRIC � VALVE `` CONTROL VALVE. _. ', FESCO 803 Y 2 DOUBLE CHECK VALVE / } PRIVATE CON TRACT �..., .. ,. �„ �, 4� vt � ' `y �, � V ��h, q _ PERMITS cour,TrofsANoleco — - - C L_ _ I_ z err v ti add 4 n SH P s . � � DE PART'MEP Y* OR PUE WORXS PROGRESS RINT DOTE Y , ., ,. � f REZONE PERMIT NO. -- �✓��� - -- -- — - - - - -- DE-WN — GRADING PLANS F R. p..y L SPECIAL USE PERMIT NO. M c�P' S -0 is DPALLJN COI. Y APPROVED CHANGES TENTATIVE MAP NO. ___LV� —_.__ COMMUNITY PARK ( w� ANroved by o41• B ENCH MARK - ___.___- f�E. SDG4L/ E %11�' r4,- ___� __.— CALIFORNIA COORDINATE INDEX 32 - 1887' ROW / -7? /W- C. Klkk`a_ �� - 55 57w Aorw Nt act cauvn' En ER I SHEET a.x ?,. Lo1ATlolr: ER9ECT/ONOFELCWWII#0,<E'�44 A ' �Lt� �+! Rc_._aaoeo RECORD f (F9M / ' yi '~ ----- I I O'•'N"4 L� V 7 3 8I -- ~r -_- ' 'S 6 _ /O - IJI� -Bf ..., H N..�_ oN la EE ELEVATION: _ ' 4TUM:- ' _ -- } ®�yl w� U) \ NOTF:�� ry PLANS ARE DIAGkAMMATIC AND AFr'PDXIMATE. "DIE: w \� ALL PIPING, VALVE BOXES, BACKFLOI/ SEE SHEET `I FOR IRRIGATION NOTES. ¢ < PREVENTERS, ETC., SHALL' BE LOCATED IN SEE SHEET - 7 FOR IRRIGATION LEGEND. PLANTING AREAS; 140 IRRIGATION EQUIP- SEE SHEET - FOR IRRIGATION DETAILS. \ n KENT SHALL BE L _ATEI` IN 4.IDEWALKS. SEE SHEET 10 FOR IRRIGATION SPEC S. i z> a E 0 0 0 Z c C O O f �E 4 c \ N6 w V o4 l / FL w mt m /i \ �IY4 �F_COb7V� ly* 1 4. Y i , i I yry \ %A T Y2 1 + y r UM1 „ 41 O - ( 7I ! r \ Y 25 U x `.i Q r YZ I I \ t•�r UL ca —.1 _ 1 1" ✓ I , S 4 S L x 2 P - 3' yiYi /q 1 �k ✓ 1Z y _ ? c _ _.i. n.— - ^� — < t 2 —_ — --2�_ ti —�2 = JJ o It�� ly+ 04 I � Yi * IY2' r Q y1� � a„ +) _I Y� y,, L w � t�,}��. < V r - - - — �wr vJ UJ : a1 CL �--_ a _ 41..1 LLJ c LL I r k a 2' 1�J+7 _ —. _L J-.__ _— —+._ • III _� a _ - - -- - ---- - - - T - - - - -- 1y4 1y1 lye 73.8 rl 0 i i R w . i4 I I ' I / 9j r Y 1t I 01WKrE5 DHTE BV � r v � � i - \ r -�ti-- 1`L .�;. - -_ q 1 1vb, (ti 1-- � --- - -. -__ i . , 1� I I _ . .. ......_. ._, ��y y, / may, I� yam. —,�^- ,-- ,I-- » - - -t-- PRI CIA & VVt_ ■ RALr i PERMI _ ja€€f r- - -- r— — 7 —. COUNTY OF SAN DIEGO 10 I — REZONE PERMIT NO. sy� -- GwAD P S D EPARTMENT OF P UBIJC WORKS SHE EYS l � � � s � i __ - DFlTE �v c% OC,oTE liO - '�e>wE12- C 1 SPECIAL USE PERMIT NO..___ -__ - -- - - -- DE9C3RI -- -- �✓ TENTATIVE MAP NO. _ N — COMMUNITY PARK - - COUNTY APPROVED CHANCES BE MARK No Dw r CHEOrM _ _' M Approved ItY Oats OUCRt►TIOMt , -� 7 - O I AapL•vd f/F. INAT.E INDEX 31z."1L� 887 --- ... __ SCtiIE 118rr - -- - -- _ _. -- - - - -}-- -- R l&b r' /- 72 /NT C_ ONCR�_L__ -- -- r , J p accr —. SF TAVWAfCIVT ar,is C196w r LOCATION: YNTERS6G MW ac& C/AfYAV REr4 ANO _ ■ Y � ls«RT- ckt�lu R.c.. e soe U ,j SHE*T /VO SCALE /www'.4 /N O. _ — —_ _ -- - -- NEC ORDF ROM: � _ yrRT/CAL L O� 7 .. ELEVATION:_. >i✓•7 ' ® DATUM: V GS �' (j NT Ne. L ! 3_8 I l J - OF i'4' S}tE'ETS i V I 1 26. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER 14. PROVIDE AUTOMATIC CONTROL VALVES WITH BRASS OR PVC UNION ON I. IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS, OR DISCHARGE SIDE AND EQUIPPED WITH STANDARD CROSSES IN PLACE THAT ARE COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY. WINDOWS. OF HAND WHEELS, UNLESS OTHERWISE NOTED. CONNECTIONS SHALL BE MADE HORIZONTALLY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL 27. Or-1 DUE TO SYSTEM FAILURE DURING INSTALLATION OF PLANTS AND 4 e 15. ALL VALVE BOXES SNAIL BE MANUFACTURED BY AMETEK (PIT 110- MAINTENANCE PERIOD. - - 170 -001 AND COVER 110- 173 -004 OR CARSON 01419 -2B), ONE VALVE 28. WHERE ON -SITE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, PER BOX. LOCATE IN SHRUB AREAS WHERE POSSIBLE AND GROUP 3. CONTRACTOR SHALL CHECK AND VERIFY ALL SITE CONDITIONS, CONTRACTOR SHALL USE TRIANGULAR HEAD SPACING, WHERE TOGETHER PARALLEL TO EACH OTHER. SET BOX 2- ABOVE FINISH UTILITIES, AND SERVICES PRIOR TO TRENCHING. ® III C POSSIBLE. GRADE IN SHRUB AREAS AND FLUSH IN LAWN AREAS. u (INDICATE VALVE STATION ON LID.) 4. CONTRACTOR SHALL VERIFY MATER PRESSURE OF 95 P.S.I. AT AN 29. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR ELEVATION OF 264 FEET, MAIN LOCATIONS, SIZES, ETC. PRIOR TO Q J n ELK ��l TO PLANTING OR SEEDING. 16. PROVIDE LINE SIZE CHECK VALYES WHERE FIELD CONDITIONS BEGINNING WORK. NOTIFY LANDSCAPE ARCHITECT OF ' Hr- ,Apil, CT0. REQUIRE, PER PLANS, AND /OR AS DIRECTED. DESCREPANCIES. .v 30. CONTRACTOR'S MAINTENANCE PERIOD SHALL $pI BE TERMINATED W S �w NNIt; 6 1�� UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY 17. PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK �j Y ii THE LANDSCAPE ARCHITECT: SIZE LARGER THAN VALVE SIZE UNLESS OTHERWISE NOTED. WITH OTHER TRADES. 49 -4-- RRR °' A. VALVES SHALL BE MIRED TO CONTROLLER IN SAME NUMERICAL 18. ALL GALVANIZED IRON PIPE BELOW GRADE EXCEPT HEAD RISERS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER jil:�l I.i V SEQUENCE AS INDICATED ON PLANS. SHALL BE WRAPPED WITH 2" WIDE CALPICO 20 MIL PIPE WRAP. PAVING, THROUGH MALLS, ETC., UNLESS OTHERWISE NOTED. iii'J__v FL ?_LaIF USE 112" MINIMUM OVERLAP. - J B. PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM 7. POINT OF CONNECTION (P.O.C.) SHALL BE AS SHOWN ON PLANS. IDENTIFYING STATION NUMBERS AND AREA THEY MATER MOUNTED 19. REMOVE BURRS FROM P.Y.C. PIPE ENDS PRIOR TO CONNECTING OR �•'-� INSIDE EACH CONTROLLER. SOLVENT MELDING. 8. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE Z N R-!; P 1� FAG HORIZONTALLY. C. "AS- BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF ALL 20. FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. - < E MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR 9. ALL PIPING AND r.V.C. ELECTRICAL SLEEVES (P.V.C. SCHEDULE 40 'YJ Lf -x NIR' MAx FA CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND BELOW GRADE 21. REQUIRED AT EACH AUTOMATIC CONTROLLER: 120 VOLTS, 60 WITH NO. 12 PULL WIRE) UNDER EXISTING OR FUTURE PAVING SHALL 07 �(,1 (�cROwN�• HEADS HAVING A RADIUS OF 30' -0 LOCATE BY CYCLES, SINGLE PHASE AS PER MANUFACTURER'S REQUIREMENTS. BE INSTALLED PRIOR TO PAYING OR REPAYING AND EXTEND 2 U r I l �wRi-rE) DIMENSIONING FROM TWO (2) FIXED POINTS, ON OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN Ur r REPRODUCEABLE MATERIAL. 22. 120 VOLT POWER AND CONDUIT TO CONTROLLERS PROVIDED BY OTHERS. PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK A�R'OYFD' - PAVING WITH "E" ON BOTH SIDES OF CROSSING. 1:I i 31. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. 23. AUTOMATIC CONTROLLERS ARE PEDESTAL MOUNT. t 'Z C 0) - t- I?V.G. LATeFAJ 10. PROVIDE THRUST BLOCKS AT ALL ANGLE POINTS FOR ALL A.C. O O T \ 32. IRRIGATION DESIGN ASSUMES: 24. DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE MAINS, P.Y.C., AND GALVANIZED IRON PIPE 2 -'AND LARGER, PER E Q T �G & • ISE OR CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR FNGIN ER. BAT °IC P1.L A, 1%2 WATER METER. DIRECT BURIAL APPLICATIONS, U.F., U.L. APPROVED. 14 GAGE (MINIMUM) PILOT MIRE. 12 GAGE (MINIMUM) FOR COMMON GROUND 11. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND B. 2" PVC TYPE PIPE FROM THE STREET MAIN TO THE METER, RETURN WIRE. WIRE COLOR CODE TO BE AS FOLLOWS: OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. ALL PIPING SHALL BE LOCATED ALONG EDGES OF PLANTING � U (V ;t 33. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEUTRAL, HOT, CONTROL OR PILOT MIRE - ANY ONE COLOR EXCEPT AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. LL O @ Q GOVERNING AGENCIES. WHITE OR ORANGE, A DIFFERENT COLOR FOR EACH STATION IS 0 (D C PREFERRED. 34. ALL PIPES AND WIRES UNDER PROPOSED PAYING SHALL BE IN 12. VALVES SHALL BE GROUPED TOGETHER WHEREVER POSSIBLE. (LOCATE Z co cu SCHEDULE 40 PVC SLEEVES 2 TIMES THE DIAMETER OF PIPE TO BE COMMON GROUND WIRE - WHITE. VAL YES I SHRUB PLANTING AREA WHERE POSSIBLE.) G UJ ENCLOSED OR LARGE ENOUGH FOR ALL WIRES INCLUDING A SPARE MIRE. EXTRA CONTROL WIRE - ORANGE. 13. PROVIDE LINE SIZE GATE VALVE, IN BOX, AS SHOWN ON PLANS. ' N✓r� I oL� ` °� -+t�� �-lpil I- I wo P �} ��o - 35. TREES 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFORE 25. CONTROL MIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 5 -0" MAINLINES AND LATERAL LINES ARE INSTALLED. INTERVALS AND BURIED BENEATH MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF PLANTING AREAS. �. POP -UP HEAD C. IRRIGATION NOTES B, IRRIGATION NOTES A. IRRIGATION NOTES r z 24' x z MIN cu C'.Oup'fGrz- LJITI w 1 G YEU aI MNYL GoVF_F- '; -}-�- 'y'� F'.GI. IN Gr�•LNL� GL?vCK, I _�,_ > ;a FIND -1 c ; c1..Ar,F TEL F.° --5r Lam F% n it =(v muu lWs11Y =1UY - tlI d - 'r Lars' OR EG2uA.L ?1� WAL --14- , Gu g-t-_7 , e: L. I 0c PvG 8 �F'►y.�i µi PF�L � . 1 �_' '7W+�i GoUf'LILJI,i( {auLG�K -�t7� ■�oa�P C� �D 1 V-4 tJIl- Y` p. : " � ►C_- oNe Uue�1c, r� Gc5►.tc.. H y c1aahu_ .wPm -�N � ' i �:: II FiP.•X t._I r (� �4 "r � N � I y ► � C�� ' � r � w tt > ff \ll f�� °T ,c� ,A U3 3RoL�N) U Q cu Il 64.&A--t) 315 n� XTr=P� � I f�) 15 FIF1. SRAG�� NI 6�RA F� "(LJ�{I'( E) 15 Z U. U _ . `= 1 - INI�AW= II I �/ aw - - - - -- � I P,/Z. L'o"-- 'R'°L. Q 6­17 r_-U, °►� LU o 5WIl TA& o(z z a O ��,,� O cn `i�, ^ <�� T - IEE OR 7.cT `K'f4L 'E lewe r, EOM s NpL.L jos/E ? rr "C CL LL H, QUICK COUPLER G,ROTOR HEAD F. ROTOR HEAD E. SHRUB HEAD ON RISER COUNTY APPROVED CHANGES FM -T - -� Dvsc nplion I App or -r- vW Vly! Daft S ' t I ,_- _.. - -__. ..__. -_-_. a,1.I` -�I'1 FVi -�,� - P �EJ.CLI VI•�1'E � _-' __ -.__.. ___._.. _. 17� CUL VAW � Y p1Nf�iH �yRAD�- i`C t�1L �iIN {2'FJ�R - - ---- i 1 VALYC r7ox Toy IN L.. WH VAwr- FdK w/' -*ANh L-1D I F AJzEAS t Z IN 5HKUb z / VC) _ - -. PERMIT - -- K � Yo.L.vG 1!�OX � - - -- - Iz p)etrtcTrF- Loaf • .(1•ow Gatt1lGOL w��TAJ� 1 �� VALVE �� REZONE PERMIT NO. l "'� -- L+Ilorl ccaP�) Mw"unL zzl r� rrT -c 441 /o ,+�.$) SPEr'IAL USE PERMIT N0. ;2"`rtnJ Nom•- I rvL.Sr.N. �►oNmPLe _ TEN) ATIVE MAP NO. / ✓� - a�NG� � DATE ev H.OV / r!vG.�,11 �4o Nlf�t a PRIVAT CONTRACT - -- - - � ►��. - mot �. �.L ` `rvG. f4H C .r- I . rrA eiRO�rGL naN uc.� eI�) � - COUNTY OF SAN DIEGO 3F€gfi I -- -__- -_ - -- - II � 72'�t±. l�►JiPL`�1= - - y Pta`U E�h NI�.E�i 2 16 1- DEPARTMENT OF PUBUC WORKS -- �� T {p L_ - � - uN101 -I (ps � -_ FE-A 6RAVF_" GRADING PLANS FOR: I I TYr ' I) �`-r,,,.r �p.P, -EI� I '' COMMUNITY PARK r>S�N��,T� R _- _ rVa- LAlrR-O.L (�e� zoo) DE57(oN NorG: � � -"eL„E � -x,< � BENC MA RK CALIFORNIA OORDINpTE 32 2 -188 or?Far: L___ �rv+L i•A- �{�R.� I, � � eoi� ar+ arae coup C� �kwrr< a:� .�.L.� r-�� �.o�. _ �.. �._ - - -- .� ` �� u�>= t�PiE. va vE PEA aox • Dae RlmoMl !Q i( , v/ - 72 /NT- CONCRETE - �f -- ,v � : 5oR'Z iE -- E .( ..,k r T NT /4fIr4YG COUNTY' 6N Ai6 LoI.ATIDN: ,4i'TERSEC /t�NOf'EL C,4M /M7 RC•4G ,4N0_ sY� � 6ARl' LIP A.C .. • P9080 j E - cx1e6w..0 /N RO. ___ _ __ . FrIC 84-055 RECORD FROM: 1 Ct�NT L 474 .O ELEVATION _L DATUM: G -S Id �,� .. �,/ DOUBLE CHECK VALVE K. GATE VALVE J. VALVE �, ANTI -DRAIN VALVE L _ S CY <' SHEET$ 1. LANDSCAPE IRRIGATION SPECIFICATIONS THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE - - � • � ^ AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST BE IV, SPECIAL CONDITIONS: I, CAREFULLY CONSIDERED IN CO LINE CLEq Rq NEE: ALL LIMES SHALL W Nf:E CTIOk HEREWITH, ��„ HAVE A MINIMUM OF SIX A. TRRIGATIOR SYSTEM: FROM EACH OTHER, (6) �E AND FROM LINES OF OTHER I. PURPOSE OF THE SPCCIFICATIORS: IT IS THE INTENT OF 1. THE IRRIGATION SYSTEMS SHALL IN ,L UDC ALL MATERIALS TAADES, PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY u, OVER ONE ANOTHER, � = THESE SPECIFICATIONS THAT: AND THEIR INSTALLATION IN ACCORDANCE WITH PLANS AND J. TRENCH DIG TRENCHES STRAIGHT AND SUPPORT PIPE CON- .� .�;� /- /•�( / \t SPECIFICATIONS PREPARED BY THE DUNER. � (" V v W A. THE WORK OF ASSEMBLING AND INSTALLING THE EPRINK- 2, ALL PRESSURE LINES, NON - PRESSURE LINES, VALVES AND OU5LY ON BOTTOM OF DITCH, Z TEA TENS WILL BE ACHIEVED IN AN EFFICIENT AND LAY PIPE TO AN EVEN GRADE. ¢K g MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON fi W SATISFAC STAN IN STRICT ACCORDANCE WITH THE DRAWINGS AND DETAILS, DEPTH OF PIPE PER PLAN MANNER ACCORDING TO THE HIGHEST WORM- SUPPLIED AND INSTALLED t J MANLIKE STANDARDS ESTABLISHED FOR SPRINKLER SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED T O W INSTALLATION AND OPERATION, K. BRCKF1lLING: COMPACT BACKFILL FOR TRENCHING TO DRy IRRIGATION PLANS AND SPECIFICATIONS, 779TTP TO ADJACENT UNDISTURBED SOIL AND CONFORM B. THAT THE FINISHED SYS TOMS SHALL BE COMPLETE IN j. SUBST TTl1T1DN OF MA TERIALS: STIES OR MANUFACTURERS TO ADJACENT GRADES WITHOUT DIPS, SLINKEM AREAS, HUMPS OR WILL NOT BE ALLOWED UNLESS THE OWNER AND CITY MANAGER ` EVERY RESPECT ANO SHELL BE LEFT READY FOR THE OTHER IRREGULARITIES, PLACE INITIAL BACKFILL ON ALL PRESSURE AND ACF DR DI NC OPERATION TO THE SATISFACTION OF THE OWNER, AGREE TO ANY PROPOSED CHANGES IN WRITING, NOt:- PRESSURE LINES OF A F N � t v L Y. THE REQUIREMENTS OF THESE SPECIFICATIONS I E GRA NU-AR MATERIAL., NO - FOREIGN _ dd B. CLEAN' UP; MATTER LARGER THAN 1" /2 IN SIZE WILL BE PERMITTED, ARE A PART OF THE SPRINKLER SYSTEM CONTRACT. 1. KEEP THE PREMISES CLEAN AND FREE OF EXCESS EOUTPMEN7, /•� „� . -, ,G GG e I7. SCOPE OF WORK: r, ATERIALS AND RUBBISH INCIDENTAL TO WORK OF THIS � SECTIOF:. F ✓'0..�' � - MF= ���. iS., YWNT f'"� THE WORK INCLUDED IN THCSC SPECIFICATIONS SHALL 2, UPON COMPLETION OF THE [HANGED DURING WORK, THE.COHiRACTOR SHALL CONSIST DF THE FURNISHING OF ALL LABOR, TOOL' REMOVE REMOVE HIS MATERIAL, EQUTPMENT AND WASTE MATERIALS, PERMITS TO THE TESTING: , APPLIANCES, TAXES AND ALL E.• SATISFACTION OF THE OWNER. N i��� r ~ ,' 1. NO TESTING SHALL TAKE P AC N COSTS, fORSEEABLE AND UNFORSEEApLE AT THE TIME G L "E, D SHALL ANY WATER z CONTRACTING NECESSARY AND AFP J C. R ESPONSIBILI TY. BE ALLOWED INTO ANY SYSTEM, SEFC ?E THE SOLVENT _ �- ] A FDR TH_ RlF.y TIME HAS ELAPSE G, C Q INSTALLATION OF A SPRINKLED, G STEM DRAW AS HEREIN SPECTf LCD 1, PROTECT WORK OF THIS MANUFACTURER'S RECOMMENDED CU SECTION AND WORK OF OTHERS 2 C: e 2, TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRCSasR i" d C- AND SHOWN ON THE ACCOMPANYING r.PAKYSNG DRAWINGS '4 �i ✓1 Cy AT ALL TIMES IN PERFORMAN_C OF WORK OF THIS SECTION. r , 2. PROTECT ALL MATERIALS FROM OF '.25 LOS. ' PER SL, Ih, AND T E N T ALL KEh - P?L CSI. I •�i _ _, i ��_ _ L . r THEFT, ALL CONTROLLERS LINES UNDER EXISTING STATIC C' - �' p. NO DEVIATION FROM. THESE SPECIF ICATIONS, OR ERR^ TP' FROM WEATHER, UNTIL END OF MAINTENANCE PERIOD. DATER TI GET, r TC FROVE EDTh' - W AGREEMENT, OR FROM THE GENERAL CONDTTIDNS SS AUTHORI�EC 3. CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE CDMME NEING .. i Q AN r U DEVELOP, REP JOINTS AND REPEAT r N D D SUCH DEVIATION SHALL BE MADE, U'.LESS THE WRITTEN RE ANY ESTABLISHED GRAM SUSTAIN PRESSURES IN LINOS FOR NCT LESS THAN FOUR PG' .-- WORK RESTODE HOURS. TF LEAKS DCVCLLp£ * - --` L AUTHORIZATION THEREFOR[, SIGNED BY THE OWF!ER pR HIS COURSE OF THIS WORK TO ORIGINAL CDN70UR5. TEST LINTEL LEAKS EVEL M LA N � W,�, E?I DULY APPOINTED REPRCSENTATIL'E, HAS BEEN OBTAINED IN CS l T ° IS P., EN UATER TIGHT. � -��- •' h . S SHALL BE OBSERVED AND APPROVED BY ARCHITECT •�. ADVANCE. D. MATERIA 4 TEST =. c ' PRIOR TO RL'KFIL _ _ T 0 C 1, GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED S• UPON COMPLETION OF EACH PHASE - I- U III. GENERAL CONDITIONS: DF WORK, ENTIRE SYS TE^ E j � � TO THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, SHALL. BE TESTED AND ADJUSTED TC M£ET SITE REQUIREMENTS, ` NDN -PRf SSURE LINES, VARIOUS TYPES OF VALVES, VES, CONTROLLERS, 6 • THE ABOVE TESTING SHALL BC COMPLETED AND APPROVED �� < „ t ��° �J'r�/ A. EXECUTION CORRELATION AND INTENT Or DOCUMENTS: Q - C k H N A n M.F H ; r.; TY, DR AWINGS AND SPECIF3- OF SPRINKLER HEADS All •iSLY U H, THr BACK -FLOW PREVENTION PRIOR UNITS, HOSE BI885, AND ALL TYPES P. TD PL AKTIHG OF ALL PL ARTS EXCEPT SPECIMEN M1' Tn ^ EEC, TRUE INTFFIT AND MEAh'I h" D THE t DRAWINGS MATERIALS AND EQUIPMENT SHALL 7, HEADS IN PLANTING AREAS SHALL RC ADJUSTED FOR Cc, ,;- CATIONS TAKEN A5 A I LL)v, Cd l'•i WHOLE AND SHALL NOT AVAIL HIMSELF BE NEU, OF DOMESTIC MANUFACTURE AND CONFORM TO PER- ERA GE AND HEIGHT AS DI RECTEO BY THE LANDSCAPE A, LL. c ARCHITECT. l -` TO THE DETRIMENT OF THE WORK (IF ANY MANIFEST ERROR OR FORMA N[f STANDARDS AND /OR DATA HEREIN, AND AS SHOWN W � DRAWINGS � THE IN LEGEND ON DRAWINGS, INSTALLED .IN STRICT ACCORDANCE M• U SPECTIOR OF WORK.: INSTALLATION AND OPERATIONS C 5 SHOULD ANY E% SPEC = Cr) = L .. L DRAWINGS SHALL TAKE PRECEDENCE FIGURES, DIMENSIONS ON TH. MU ECE DANCE OVER MCASUREME A'TS pY WITH CONSTRUCTION DETAILS. A CcJ BY ARCHITECT AS - SPECIFIED UNDER SCALE, AND DETAILED DRAWINGS FURNISHED SHALL TAKE 2. PIPE LINES (REFER TO DRAWINGS). GENERAL CONOTTION'S. FINAL INSPCCTIOF: WILL BE MACE PRECEDENCE OVER GENi_RAE DRAWINGS 50 FURNISHED, 3. PLASTIC PIPE AND FITTINGS: AT THE CONCLUSION OF THE LANDSCAPE MAINTENANCE PERIOD. I d a. PIPE: EXTRUDED FROM iDDf VIRGIN POLYVINYL CHLORIDE N, COVERAGE TEST: WHEN THE SPRINKLER SYSTEM IS COMPLETED, s: B. SURVEYS PERMITS AND RFCULA THE OWNER SHAT. PVC, TYPE I, GRADE II, CLASS 1120 MATERIAL. URN SH ALL U VLY UNLESS OTHERWISE SPECIFIED. THE �,. R SHALL PERFORM AS COVERAGE TEST IN THE PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF 1. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PRESENCE OF THE OWNER TO DETERMINE IF THE COVERAGE A CONTROLLER z THE WORK INCLUDING, BUT NOT LIMITED TO, BUTLOIN'C. PERMANENTLY MARKED WITH THE FOLLOWING IS COMPLETE AN'� ADEQUATE. THE CONTRACTOR SHALL BE • PERMITS FROM THE CITY OR COUNTY BUILDING DEPARTMENT INFORMATION; MANUFACTURER'S NAME, NOMINAL RESPONSIBLE TO CORRECT INADEQUACIES Of COVERAGE ONLY ! AUTHORIZED TO PERMIT THE WORK, SHALL BE SECURED AND PIPE SIZE, PVC 1120 AND PRESSURE RATING IN WHERE DRAWING AND DIRECTION BY f < PAID FOR BY THE CONTRACTOR. P.S.I. OSlNrR NAVE NOT BEEN a ' 2. MANUFACTURER SMALL M FOLLOWED. ARK DATE OF EXTRUSION ` C. DRAWINGS AND VCftIFICATION OF DIMENSIONS• 0. ADJUSTING OF SYSTEM: ON PIPE. DATING TO BE PERFORMED IN CON- ` 1. ALL IRRIGATION SHALL BE IN ACCORDANCE WITH JUNCTION WITH RECORDS HELD BY MANUFACTURER 1, ADJUST VALVES, AND ALIGNMENT AND COVERAGE OF ALL g PLANS AND SPECIFICATIONS. COVERING QUALITY CONTROL TESTS, RAW MATERIAL SPRINKLER HEADS. �* 2, THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIFIEN- BATCH NUMBER, AND OTHER INFORMATION SIG DEEMED 2- If IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRI- NS INDICATED 0!: THE PLOT PLAN, THE CONTRACTOR NECESSARY BY MANUFACTURER. CATION EQUIPMENT WILL PROVIDE PROPER AND MORE 4 SHALL ACKNOWLEDGE THAT HE HAS VERIFIED ALL DIME%- 3, ALL SOLVENT SHALL 86 AS RECOMMENDED BY THE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE ALL NEC - SIONS AVD SHALL INDICATE ALL DISCREPANCIES IA MANUFACTURER OF PIPE FITTING AND AS APPROVED. ESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT. PLOT PLAN, IF ANY. ANY INDICATED DISCREPAF'CIES USE NO SOLVENT FROM CANS WHICH HAVE BEEN 3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION r WILL BE CHECKED IMMEDIATELY BY THE OWNER BY IN- OPENED OVERNIGHT. OF THE OWNER. FIELD MEASUREMENTS AND IF ANY DISCREPANCY BE FOUND, b FITTINGS: P. GUARANTEE: THE OWNER WILL AUTHORIZE, IN WRITING, ALL NCC[SSARF 1. PLASTIC FITTING: , APPROVED ON ALL PRESSURE LINES. PVC, TYPE I, IDS SCHEDULE 1, THE WORK INCLUDED ON THESE PLANS SHALL BE GUARANTEED y ADDITIONS OR DELETIONS, IF ANY. 40 NSF AGAINST ALL DEFECTS AND MALFUNCTION OF WORKMANSHIP -- 3. IF THE CONTRACTOR SHOULD FAIL TO NOTIFY THE OWNER, 2. PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED HE SHALL, IN ALL EVENTS, SUPPLY ALL ITEMS INDICATED ON ALL NON- PRESSURE LINES. AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE BY THE PLOT PLAN WITHOUT RIGHT TO COMPENSATION 3. COUPLINGS: SHALL BE MADE FROM EXTRUDED OF FINAL ACCEPTANCE BY THE SHOULD ANY TROUBLE FOR ANY NECESSARY ADDITIONS. STOCK, REAMED WITH A TAPER. DEVELOP WITHIN THE TIME SPECIFIED ABOVE, ALL NIECES- A. ALL PLASTIC FITTINGS: A MOLDED FITTING. SARY REPAIRS AND /OR REPLACEMENTS SHALL BE MADE BY THE D.. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO ADDITIONAL AND VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAUINCS COST TO THE OWNER. THE OWNER RETAINS THE RIGHT TO WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CON - MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRAIL - DITIONS. TOR'S GUARANTEE OBLIGATIONS. X 2, IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE _OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE RA N'TEE CO N z E. CHANGES. THE OWNER AND CONTRACTOR HEREBY AGREE THAT THE C. GALVANIZED PIPE: OWFI R H45 REPRESENTATIVE SHALL HAVE THE RIGHT TO WITHIN A PERIOD OF 48 HOURS THE OWNER MAY MAKE SUCH , C y 1. GAL VAN REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL. EXPENSE O MAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND ITS' GALVANIZED PIPE (STEEL) SHALL BE SCHEDULE 4C p LOCATIONS WITHOUT ADDITIONAL COST TO THE OWNER. GALVANIZED }.F STEEL PIPE ASTM Al20_617 THREADED OF THE CONTRACTOR. _ COUPLED AND HOT DIP GALVANIZED U /150 POUNDS, 3. ANY SETTLING OF BACKFTLLED TRENCHES LM ICH MqY OCCUR . c f EXISTING CONDITIONS; PRIOR TO SUBMISSION OF HIS BID, GALVANIZED MALLEABLE IRON FITTINGS, BRANDED DURING THE GUARANTEE PERIOD SHALL BE REPAIRED BY THE (13 �. HALL AMINE THE SITE AND SATISFY HIMSELF PATTERN, AND GALVANIZED STEEL COUPLINGS. CONTRACTOR AT NO ADDITIONAL [DST TO THE OWNER IN PIPE SIZE NOMINAL INC A COMPLETE RESTORATION OF ALL DAMAGED PLANTING, �� U V c AS TO THE CONDITIONS THEREOF, INSIDE DIAMETER UNLESS OTHERWISE NOTED DR INDICATED. PAVING OR OTHER IMPROVEMENTS / , 4- 4. THE CONTRACTOR SHALL INSTRUCT VEMENTS OF ANY KIND. THE OWNER'S REPRESENT - v Q V G. SITE CONFERENCE: PRIOR TO COMMENCING WORK Dk THE PAD- 2. STREET ELBOWS MAY BE INSTALLED ONLY A5 p , H� t. ACTOR SHALL ARRANGE AN ON SITE CONFERENCE PART OF THE ADJUSTABLE RISER ASSEMBLY UNDER ATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION WITH THE OWNER, AND AT THIS TIME THE CONTRACTOR SHALL ROTOR POP-UP SPRINKLER, OR WHERE SHOWN ON OF ALL SYSTEMS. a - LAYOUT THE SYSTEM FOR APPROVAL. PLANE, S. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOL- I 1 1 LL y LOWING MATERIALS UPON COMPLETION OF THE WORK: W y H. CODAS: ALL WORKMANSHIP PLUMB CODES MATERIALS SHALL CONFORM TO T� a.2 MANUAL VALIFE KEYS PER EACH CONTROLLER. 7 O a '�'nL BUILDING AND PLUMBIG HAVING JURISDICTION, b.1 OPERATION MANUALS FOR AUTOMATIC CONTROLLERS L 4 AND VALVES. ++ 4 I. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND ARE OH CONTRACTOR'S CONVENIENCE ONLY C. 2 CONTROLLER KEYS PER EACH CONTROLLER. 0 y1 , 0.1 'AS- BUILT• DRAWINGS SMALL INCLUDE LOCATIONS OF O _ Y RTY; all MAINS, VALVES, SOURCE OF ELECTRICAL POWER J. PROTECTION OF YORK AND PROPE THE CONTRACTOR SHALL FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND 0 � BE LIABLE FOR II �V J A c H FOLLOWING ACTIONS, AS 4, ALL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE BELOW GRADE HEADS HAVING A RADIUS OF 30' -0 ^., i THEY MAY BE REQUIRED, WITH REGARD TO DAMAGE TO ANY OF OF TYPE AND MODEL AS INDICATED IN THE LEGEND AND LOCATE BY DIMENSIONING FROM TUC (2) FIXED POINTS, ° THE OWNER'S PROPERTY: SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. OM REPRODUCIBLE MATERIAL. / /'\ •� 5. GATE VALVES: GATE VALVES 2` a.VIDE DLASTIC SEALED DI0.GRAMMgTI[ PLAN OF COVERING, ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, �,/� CL 7 1, ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE SHALL BE BRASS, SCREWED, 150 LBS. W,O.G., WITH IN SIZE AND SMALLER � PRO Q u UJ C HANOUHEEL FOR OPERATION, SYSTEM IDENTIFYING STATION NUMBERS AND AREA Af..TL GROUND, ROADS LANDSCAPING DR STRUCTURE DF ANY EACH GATE VALVE SHALL BE THEY WATER MOUNT INSIDE EACH CONTROLLER. 0 V REUSED IN A BOX AS NOTED ON PLANS, 7,1 PROVIDE OWNER WITH ALL EO UI PtaE NT LUARgNTEES KIND DAMAGED INCLUDING US LIMITATION, DAMAGE 6. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER SHALL AND MANUALS. .,� FROM LEAKS IN THE PIP D!C SYSTEMS S BEING INSTALLED BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. �. OR HAVit:C BEEN INSTALLED BY CONTRACTOR) BY THE VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL C CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR SUBCON- SEQUENCE AS INDICATED ON PLANS i y' TRACTORS DURING THE COURSE OF HIS WORK, WHETHER 7. ALL DIRECT BURIAL CONTROL WIRE SHALL BE 500V. THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED SINGLE CON DIICTOR SOLID COPPER =` OR REPAIRED BY THE CONTRACTOR AT HI DUN EXPENSE , U.F „ U.L. APPROVED. 14 GA, w MINIMUM PILOT WIRE, PER VALVE MANUFACTURER'S RECOr.- IN A MANNER SATISFACTORY TO THE OWNER, WHICH MENDATIONS, 12 GA. MINI MU FOR COMMON GROUND RETURN REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT WIRE TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER . THE CONTRACT. E. SITE CONDITIONS: 1, EXERCISE EXTREME CARE IN EXCAVATING AND WORKING 4 NEAR EXISTING UTILITIES. CONTRACTOR 2, CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGES SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH TO ANY WORK COVERED BY THE 5E SPECIFICATIONS BEFORE ARE CAUSED BY HIS OPERATIONS OR NEGLECT. P FINAL ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER 2 • COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, - ---- - --- -- ALL OPENINGS INTO THE SYSTEMS AND COVER ALL APPARATUS, INCLUDING PIPE, 50 THERE SMALL BE NO INTERFERENCE = EXISTING WHICH WOULD HINDER t EQUIPMENT AND APPLIANCES, BOTH BEFORE AND AFTER BEING PLANTING, INSTALLATION v SET IN PLACE TO PREVENT OBSTRUCTSONS IN THE PIPES OF UTILITIES AND OTHER CONSTRUCTION. AND THE BREAKAGE, MISUSE OR DISFIGUREMENT OF THE F. PHYSICAL LAYOUT: { APPARATUS, EQUIPMENT OR APPLIANCE. 1. PRIOR TO INSTALLATION, CONTRACTOR SHALL STAW OUi e 3. 'CONTRACTOR SHALL ADEQUATELY PROTECT A03ACENT PROPERTY AS PROVIDED BY LAW AND CONTRACT DOCUMENT, ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATIONS -.--__.....-._...- OF SPRINKLER HEADS. '• ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR K. ACCESS TO AND INSPECTION TrSTTNC AND APPROVAL Or WORK: 1 TO INSTALLATION. 1. CLOSING IN UNINSPECTED UORK' CONTRACTOR SHALL NO' 3. ALL SPRINKLER HEADS SHALL BE SET AT A FINISH HEIGH? CAL F OR ALLUU ANY Or HIS WORK TO BE COVERED 0:: TO ACCOMODATE AND CONSIDE GROWTH OF ADJACENT PLANT ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AN5 MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND ANY - APPROVED BY THE OWNER. SHOULD ANY OF HIS WORK Or PLANT MATERIAL 50 THAT FUTURE GROWTH WOULD IMPAIR {' CNCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, THE EFFECTIVENESS OF THAT HEAD. THE OUNC R'S REP- ; HE SHALL UNCOVER THE UORV, AT HIS DUN EXPENSE IN ORDER RESENTATIVC SHALL BE NOTIFIED OF ALL CONFLICTS BEFORE _ TO AFFORD THE NECESSARY INSPECTION BY THE OUNEF•, INSTALLATION. Y 2. REINSPECTIDN OR TESTING OF WORK UNAPPRO'JED OR UORo �, � FAILING INITIAL TESTING OR INSPECTION: WORK UHTCIR C, UATER SUPPLY: FAILS INITIAL INSPECTION DR TESTING SHALL BE REIN- 1. CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS SPECTEO OR RETESTED. CONTRACTOR WILL PAY FOR ANY INDICATED ON DRAWINGS. ADOI TRIPS FOR REINSPCCTSON OR RETESTING AT 2. NoText NoText NoText NoText