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328 — I I l COUNTY OF SAN DIEGO TRACT NOB'4265 GENERAL NOTES 1 APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT Of ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD PURPOSES I 17. -SUE 176VEL0 TO MAINTAIN -6146 PLA WINCa ANO 2 FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO I , ✓/ 5' IWO410N 6ONT2aL M6A4URE5 OE4LRIBED ABOVE UNTIL FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT _L(4UW ON ON PLANS) f L(4WOWN ON A AN6i -fYP _ RELIEVED Or SAME OY fuE COUNTY pEPAQ'(MGN - f OF PLANS WHERE APPL ICABL E FINAL CURB GRADE ELEVATIONS r - PUBLIC WORK *. -(LIE 0EVELOPER -f0 REMOVE ALL Oft, MAY REQUIRE CHANGES IN THESE PL ANS W1'5R6EP -fE0 AOY - fW6 4AN0 &64, CA BASINS ANO V6411AN6 OA*IN4 ANO KEEP -fW64E Y'AUL141E4 GLEAN ANO 3 IMPORT MATER /AL SHALL. BE OBTAINED FROM A LEGAL FREE or 41LT ANO 3ANPA4 01266 - 660 OY-fUE GOUN -fY SITE LEGEND ,NA �� UNo LEGAL DESCRIPTI OEPARTMEN PUBULwaieK4. TUC OEvELOPER 3uALL O Q1(s 4 A CONSTRUCTION. EXCAVA I:ON OR ENCROACHMENT BE /N6 A 51180 /YJS 10N OfA ~71o.✓Oiri/ENOPTNWEsT REPAIR ANY EROpEO SLof* A6 OIRE6'fE0 BY'fUE COUNTY PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE ou/'erze OF SECTION 3, TOWiYSN /P /3 SOUTy efwse pEPAR -fMENT Or PUBLIC WORKS. i I ' REQUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY r / _ 4WEST, AND q PO,BT.IONOFTHE SaUTiYE - .9ST 47UA.2116e 18. AN IKRI(9A'fIDN 9VS'fEM 6LIA41, BE IN5'fALLEO Nd( LATER FILL SLOpE ��P *LOPS TL U sa r OF S %cr /ON 9 0 4, 7WNS/I1P /2 SOU! R N N6E4 NEST, - fUAN MAY f5'fU L raL T 01il W6 PLANTING Or 41_,0654. 5 ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN w BdN,9A?D /N0 BAs6 A N/E•r9 ND 10 /a-v, IN rHE ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. LOUNry OF SNN 0/660 5TATE 0,4' CA./fbew /A, 19. A4 *AON A5 CUfy aR EMBANKMEN(4 AK6 GOMPI EfEO, GUT SLOPE 20 ' 25' 125' ACCORDING TO aNITEO Sr.*r& - S G0VFeA1MENJSI/.e ✓EY. &K NOf LACER - f1, N NOV. 1, ALL ILKAN12 TILL SLOPES 6 THE CONTRACTOR SHALL VERIFY THE EXISIENCE AND OWALL 015 4TAOILIZE0 W1-(W W A YORoM RE ULCU Mlw(UOQ EX15TIN6r CONTDUIQS �� _______ �20 - 40' 50' 2.0' AN UAL - fREA fMEN'f APPROVED 13YTU6 LDUN -fY LOCATION OF ALL UTILITIES BfFORF COMMENCING WORK �'� 5 EQ �VE240 100 5.00 OEPAR -(WN - f Or PUBLIC WORK*. 6ETW156N NOWMLIER 1 *'f NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE ANO APRIL 15'fW, APPROVED SLOPE 0&-(15 TION McMuff 4 FOL LOWING AGENCIES OWNER P1z opO5E1� GOf 1ToUK5 _________ -�c �i *UALL 04061560 IMMEDIATELY BEuINO -fuE EXPosURE or SAN DIEGO GAS & E L ECTHIC _ 755 6605 tD.YLIG LINE QUAIL G)t.B42EN5 A55OC 1RTES, LTD• GUT 4,OPE* ANO /aR -fL1E 6REATION Or EMi0ANKMEN 0b0/Ef. PACIFIC TELEPHONE _ _296 -0595 SLOPE ROUNDING DETAIL 5797 C//E5R, cT. 0 3 20. IN LA415 ANY ARLWAEOLOGILAL 05MAIN4 ARE UNLOVEREO CA TV NORTH COUNTY CARL£ Tv. —_755 - 936/ Io t71 W TG+-F (STD V - 2' ) ALT. SEG.__ ��� SRN D/E60, C 92123 IN TUE LOURS_ Or L- ON or -'(146 0&0'0450 PROJEC SEWER LEUCAD /A WATER D/ /CT 753-0 /55 NO 46ALE 714 - 5'65 - A 4UALIr1E0 ARC4A60LOG14T 4WALL 136 60NTA6T61; WATE R 0L1vE/VHA1N Af WD. 753 -6466 5uelL lVISIDN BrPUNJVA.RY ---------- - -- IMMEOIA -fELY roR WN *ULTA -PION• 7 A SOILS REPORT MAY BE REQUIRED PRIOR TO THE 21. SEVERE ER0410N UAZARD SUALL 06 M11'1GAT60 YY GRADING ISSUANCE Of A BUILDING PERMIT CDNGfzETE LUC-4 ------------ __ __ IN ACLOROANGE WI•ft4 fU6 4AN DIEGO 60UNTY &WIN& TTTT ���dlll ,� 60o _ PERMIT OIZOINAN49 UfING AMU015 yWPE /1fA01LIZATION McMUR64. B APPROVAL OF THESE PLANS Bti' THE DIRECTOR OF PUBLIC I?GPOI? GGP SfOKM bRAIN_____________ _ SLOPE 4TA81LIZATION LAN 06 IN4R6A3E0 OY PROVIDING WOHKS DOES N07 AUTHORIZE ANY WORK OR GRADING �JuH /L GAeDENS ASSOC /AYES, LTG. APPROPRIATE 61WION 60W94L, PLANTING AN9 06 *6RVINC� 10 'LO 20 TO BE PERFORMS U UNTIL THE PROPERTY UWNf R "S' PER -(YpE 1 0 'Pj Gutzp INLET (D -2, II)S� - -- - -- - -- - - Z 5787 ci/ESAPEydE CT +�'3 CAUf10U5 IRRIGATION TELUNIQUES UN IL ULANf MAfEQIALh MISSION HAS BEEN OBIAINEL! AND A VALID GRADING sAN DIEGO C/9. 92128 ARE 154TABLI4LIE0 PERMIT HAS BEEN ISSL/ED T`!PE 'A GLP4LIDUT (b -9 , b -I I) __ _= Z, I G !9- s yS I /G2 2Z 6U ANO FILL OANK5 ­fUAT ARE NO-( PLANNED A02 ;zip 5 5 1 5 5 1, LANO4LAPING SUALL 136 WYORO4EE060 WKU NATIVE 9 THE DIRECTOR Of PUBLIC WORKS APPROVAL OF THESE — VEGETATION AND 6&ANO rILO 1596150 *WALL 015 PIANS DOES NOT "'ONSTITUIf (0IJNTYBUILDINGOfFICIAL ENGINEER Cr WORK VVIW(Et - [YpE HEAPWAL------ _____� O( �, �, ROUNOEp (O NATURAL TERRAIN. APPROVAL Of ANY FCJ()NDATIONS FOH STR(JCTURFS 70 BF V aNOLE ANO A54061AT54, INC. 23. LATCU BA *IN* OEfIL(ING 0A41N * AN0 *TWM GRAIN SYSTEM PLACED ON THE AREA COVI r,'f D BY THESE PLANS NO W- TAINITA& WIALI 240% � � .p 5787 CNESllP_cfee Cr # /O/ SUALL 1'3151N4 ALL150 '(0'646 4A'flfY'A&I'10N Or-fUE 60UWY WAIVER Of THE GRADING ORDINANCE REQUIREMENTS SAND 8,96 DRM Z H /6H $ SAN D /EGO, CH. 91/23 DEPARfMENf Or PUBLIC WORKS.' CONCfHNING MINIMUM COVER OVEH EXPANSIVE SO /LS IS i u_ o, /�= i.� P 5 �� / 619 - 29?- 066 9 24- L0N4 PARTICULARLY TUE EA2TU MOVING PUA5G Or MADE OR IMPLIED (SECTIONS 67403 & 67410/ ANY SUCH IL \ WORK WITLI WWICW USE OP UEAVY MA61,AINI ANO WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF LPL SAND BFI_ O/IM 3 HIGH $ 53 Po4410LE $WeK 0LA*TIN6a, LREAT6f -EWE Me*< SERIOU4 NOI4E RODULI T 15 MIN. VNOEQLU -f'I'O AU_,0WpA - f15 PROBLEM*, *UAW, BE 1 9 UA4E0A4 OAK A* P00416L5 44 -fWe 10 ALL OPERATIONS CONDUCTED ON THE PREMISES, GRADE 3-6A6 L116W h NO G A2alEf LOMPLETEO RESIDEN (IAL AREA4 ARE PROTEC r 20 M /NCI UDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR TYPICAL SECTION - PUBL g REE' 5 AREA4 UNDER 60N4'62U6-(ION -fL114 6001,0 BE ArrElrf60 TURf OR RUNNING OF TRUCKS, EARTHMOVING EOUIPMENT. TU1ZOUCa4 015TANCE INTERVENIN& N4N-RE4196NTIA1 U4(, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED NO *LAUt - fOPOGRAPUIL 1?EU6 ?, OR A LOMOINAC61ON 0r flaGfE. GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD Z5. ALL QOLK 41,40 PROTECTION 4UALL 66 PER 456. 72 0r BETWEEN 7.00 a rn AND 600 /r m EACH DAY, MONDAY NO. O/ BA6* f'fA'fE Or CALIFORNIA OifANPARp 41 f10N4,JANUAKY THROUGH SATURDAY AND NO EARTHMOVING OR GRADING 40OWN ON AA Nti 1975 EDITION OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON 42 n. ALL 1,d6 *TO BE OIKE0 '0 PR9VI5r WA FROM FLOWIN& SUNDAYSOR HOLIDAYS Z 7 14 I4 i l� z ovERTUE EDGE or -fUE SLOPE. -fops Or ALL OTuER 11 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING - - — _ SE CTION 4L TO 815 31MILARLY OIKEO. TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM 27. ALL UTILIfIE4 ARE 4LIDWN ALCOROINCa (OAVAILABLE CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING RELOK04. 1-f 15 WN- fIZA&fOR'Ii RE6PON5181LITY TO V150 ' CUT OR FILL SURFACES. KI SUE COCA -PION Or ALL VIL-KI54. 2' 1 5 2 28. ALL BUILDINCa4T0 815 DIKED AND TWE pIKE4 MAIN- fAlNl;p '110 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH GRADED 12'MIrJ. PREVENT WATER FROM "WIN61 rKOM THE PAP UNTIL IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE ___ 4TREET '11L46 *-f ANO DRIVEWAY* ARE PAV15VANO WATER LAN APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS - .5 \ W101U FLOW FROM Tlac PA04 WITUOUT[AU41NG 15R0fION,OR RESPONSIBLE fOH THE PREVENTION OF DAMAGE TO THE 5% �5 GON 4TRUCT DRAINAGE FACILITIES TO (LIE fATI *GAL(1oN Dr L -/ 20�° Y0){, ADJACENT PROPERTY NO PERSON SHALL EXCAVATE ON e - -- Z fUE GOWN fY pEPARfMGNf OP FUOLIC WORKS fUAf WILL ALLOW LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER I FILL �EU�N15E w A T6RT O pRAIN rrtpM PAp WITW0UT6AV41NG 151?D *ION• ION OF SEWAGE SPOSAL Nl OR ANY OTHER l ( \V� — — 29. 4ANO BAG PAM* TO 06 PLACED IN A MANNER APPROVED BY - - - -- — - - - - - - TUE LOUN -fY OEPAR (MEN'S aF PUBLIC WORK* IN UNPAVED PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND 4- fREE'f* W ITu 01 0 G E r F' %� 6IZAI2 ,- RA Nf3 f1 15X6,44 L NIl ON R IN PROTECTING SUCH PROPERTY FROM SETTLING CRACKING NG' U'f'f0 ACLOMUOAT15 PLA N �_ 1.5 MIN. U E2L OTHER GRADED OR EXCAVAfEO AREA Ab RC DIRE f GRADE � 4 Q D BY NE 1 3 3 A/a Wi60 yANOgAIa 6ARRIER COUNTY pEPAR6MEN - f Or PU6UL WORK4. - fWE LOCATION ANO EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT SAND BAG DETAIL Xf AIOS ON TUE *AND O A60 4WALL 06 41AaWN ON -W6 PLANS. RESUL T FROM THE GRADING DESCRIBED ON THIS PLAN, THE 30. A f09NEAZ EVERY POINT WUERE LaNLEN- fa FLOW LEAVE4 COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR ~ NO SCALE TUE 19EVI5WF`M6N - f, A D64IIANG OA 41N AND AN ENERGY CORRECTION OF NON DEDICATED IMPROVEMENTS WHICH 014411 MAY 015 KtQUIR60-0 BE 6ON4TRVCTED -(0 REMOVE DAMAGE ADJACENT PROPERTY. II, TYPICAL SECTION - PRIVA l' STREETS 31LT FROM fuEWATCQAN17RELEA4E IA6 wD(ERATANON 13 SLOPE RATIOS NO 44AL,6 ERO41V_ VELOCITY. 1 114 ns — 1 11 7 1� 1 1 I I I I I 31. PRIVATE 4 fREE - f 54&1`10N.4 SUALL 4UOW A MINIMUM or 2 "A.C. CUT 1', 1 FOR MINOR SCOPES, 2 1 FOR MAJOR SLOPES 8 1 2 3 MINIMUM ((I 0.8 o AN 40 A RIA'(90. UMOF156 DE41GNE0 FILL 21 RevcW Of T ep (, AfASorlstE W 2 T 2 �Q HAWK VI W OQI E I IC. IZS o 0 / / ? 2a TO pRAINTUE 51.)MeE WATEK FVOP154LY. '(LIE MINIMUM /,/ 193 '3215 '30 0 34 1 2.9 ZS 12, UNOBIfflCUUfEp PRIVATE ROAO WIO'fU 41.4ALL 69 24 Pf. EXCAVATION. 7 )O,O00 C Y FILL 790 / C.Y SWALLOWTiy /L RO 32. ALL 6RRD /NG DErRlLs WILL BE /N,9ccORDyNGE W /Ty � N ioy 1 5z 135 1'38 1 tar /l4A I � � ° � �,n WASTE;YMPORT C Y A Separate Permit Must _ Rw DIE60 COUNTY 5TRNORRD DRAWINGS D5 53 aaLC2N�O2 G S Uk`f ° � J OS- /O, DS //, �OS-76. B Be Obtained For Waste Or lrnport Area. log O� 107 1 ,A 151 139 43 SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE I 144 39. TOPS 01 ALL SLOPES TO BE DIKED C.B re F1VeXE/J TO DISCOVERED ON THE SITF OF THIS GRADING DURING GRADING 106 1r�5 �4 X49 '4/ I P.esyENr W.Orre ceoM FLOW /N6 oY6erNE L'A?E.rrs OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY AND _ Io5 I J7 146 1 /, �� J ES. 104 91 149 4S OF SLOP B,L F II£,eON N YE I {� j y Q THE PERMITTEE WILL! NOTIFY THE DIRECTOR OF PUBLIC WORKS 7S )I \1 �^,�,( I(;LV IT06 bAWON I 34. riN/Sf/ED G.217DING 5//RLL BE CE.er/FIEO a 9 Rjf61j)2-hwo OF THE DISCOVERY GRADING OPERATIONS WILL NOT RECOM 103 6 9e `� -•` �r' / �-� , C E,VG /•VEE? AND IN5PEc rEp 47 y TiVE Ca *ry MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN I lo! (r9 � v 9 LO O °h G /i✓EtP ra Ae'9iNF�66 CLE,9,QRVCe. AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO / 9 \ 4v . Z 14. ALL GRAOIN&a 0 095 WN15 IN AL6020AN615 WI 6VUN - (Y Or 4AN OIELaO OE41(AN 4TARVAeO *. 99 0 6 ' c` ` R q `s A 61WIN6 SUALL 615 )N 60N WITU 011h O K MANL 1 011h I °p°� °i8 O 6(, I �\ y ICE M. REP LL OR -r4 PREPAR60 BY 66064N INE. f�EPOR'f No- 97 2 oz �5 \ 2 OAT 96 �\ L rt 16. EMERCaEN6Y ERIO ON COW Y OL, MEA6054 3 -11 CON 9� I 7o 4A-fO0Y '110 4 4011,5 MOVGM5N'f -SUE COUNTY I G g A TN /S /5 TO CE.e7lrY Ts/.9T T// /S &- PRPIN6 PLF9W Hfj'S V v 1, '>0 15NGINEE2 IN - SUE LIVEN -( -ENE 4h�� 14 15x004150 'I'O Z 51 4> 5 < BEEN .FEY /E#✓fD BrTHE UNOE,PS/GNEO RND IS IN 04101ON OUMNG'(UE PE121D0 0E1W55N N4VEM615R — sz - Ol H 964 W17;V 761E RECOMMENOR77* 041TL /NED 13-f AN0 APOL ,'15 - rP. ER40 *ION GOiV 040, MOA4UR64 0 4 y rd 5 ALLOW (AIL n 4 (EO TD SLOP_ V1 R AP In 6EOTK.tO Ill Aeomer BY EBEBNA,er /STOA - UALL INLW01 'f 0'f BE LAM; 9 y` N6 u(_A i9IA LVO p �� P RoT66T ION IN� OU N ALLA -(ION Or JO-(G MA- fTINCa OR W 8 ij9 I y�� /IG�O_ -_ 32233 /1 -30 -83 APPROVED L�QUNALEN f, 51L I�A41N5 41Lf Q C 40� GONTKOL *AND 19A616IN6 AND QM WJ *ION. 9 U I \ DALE 325 2 VICINITY MAP N b� °�a I N 5LAL PRIVATE CONTRACT Q I � SWACcoW - rA ►L —_ - - - - - - -- _ Q 22 30 DOUR f 49 53 I - -- -. L^ pp / PERMITS SHEET T - 3� I SIDI,AR CER- II�ICA�� COUNTY OF SAN DIEGO `7 Z r � r^ L 21 31 � DEPA OF PUBLIC WORKS sHrrrS Q UI 32 410 I 7?/IS /S TO CE.BT/Fy T//RT ry /S 6.PFI0/N6 PLBN,4R5 P,eESEQVEO R REZONE PERMIT NO. ___N /A _ _ _ � — — - - - -- -- — — - - -" W M/!!1Ml1M OF 1400 5.0MRAF FEET OF SOL/9.8 ACCESS FOB ERCN — t�RADING PLANS FOR: I DWELLING 4N /T AND FO 9CN FlJT ?E U /GOING SITE W /TN /i✓ 078 84_ 6 / 26 / 8 -I _ -_ _ C� .13 5 �— r NE syBO /✓ /s /vN SPECIAL USE PERMIT NO. . c�'� .�' � � - i s - s3 _ COUNTY O F �A N DIEGO z CONTRACTORS NOTE I 17 Q U AIL . WMLO 0m _ q W a p ° 0 40 41 42 TENTATIVE MAP NO. TM 42 6/2.6/ 81 -� dpi lb 16 R.C.E. 22096 0,9r TRAc. T NO. 42 65 Lo f K OR Ala2EE5 -fNA'f L 6 4UALL A44 O L6 AN19 60MPLE -fE IS 37 INDEX MAP 900PROVAD IN CONFORMANCE W/TN COUNTY APPROVED CHANGES BENCH MARK 0 12155 ON5181LY(Y FOR JOB *1'116 WN01'f10N5 OURIN6 fUE 6OUR4E er LON*fRULTIOtJ ITEM D - 26l OF TM 4265. CALIFORNIA COORDINATE INDEX 353 -1683 L Or UI4 PWWJE6 INLWOING 10401W OrALL PER50N5 AN�7_ -(Y - fAAT -(U 15 — 2 No. Description Approved by Date 4AN DIEGO [DU fY CN Ca IN66R 5 MONUMENT - -- 2E O) R6QU112EMEN (4UALL APPLY GUN SINUOUS YANG NO f LIMI 6150'(0 NORMAL 3 = 300 DESCRIPTION: -- _ _ Approval R.�. Manmm Ergin w VyrORKIN(a 6JOUR 5;AN0 - (UA'fTU GONf1 AEA" 4UALL OEFENO,INOEMNIrY 2 511 �[t/� 3'1-8y NO. OL 174-1 DIRECTOR OF PUBLIC WORKS Z (V A NO U OLO T UEOWNSRANOTW55N 61N65R LIA KILDEE n DE51LTIt�IG OASINI -- - -- - - LI REALP R AL�GEO, I N �ONN CT10N WITU fU 515R1ORMANLE Old GOUR s m APP BETA NING WALL ,�/ � 4 /3 BS/ LOCATION: 0f 440 0AYON 8RI ffANY AN 24 EAy( e�: � J. RAN R.C. En O -- - - / W NE RK ON UI* ROJEG , EXGL/ INla OR UA011,1fYA I NG r1eDM THE 406E irJFC _ - - -- EAD DD TAE RECORD FROM: COUNTY O r 4AN 0115!0 z ..+ L1L Ib5NL5 OrTUS OWN ER oR -fUE EN(aINE15R. l0 9 7 DELETE SHE�fS 8 22, I�A� 8 f / -8 ( _ cr.eiw L — _ Es A00 5NEETS 24 38 ELEVATION:.._ _241_ _DATUM: M.4. L. -- % - ,0 - S- Permit No. Date -- -- W d FILE N0. • I I ll� 4 `' SEE sAfa NO. r sEf 'NO. S T 4. , t t I t r Q 14, f o'er 2 4 i � h � A 1 i i9d >Ic 10y to c. e 3 Q c.' 1 195.t j cHrCE': f "w40' ' s rvi oN _ Y m 195. / / y W ' ` s 1 , I � i A , o ,� e o- o i i V f O' O � I hti / 1 � \ 5•.� � / �' _ - 2.3 �t � � � � � � IA o � I V• f 0 v\ 0.� Q I S,(O /ivllf ; D /Ef0 D/C/lF0 O. r o � I 1 v' W w . top may. �p 1 l W 1 \ \ I 1 1 'O C 0 t _ r J � �s" a� t•1 '' � 0 � I \ a 0 tP . ° �� w� p o �` " - IVA'TE CONTRACT ' 4 � PERMIT oE►A OF SM DIEGO � CO - PUBLIC WORKS ^ ;y > '" REZONE ►EREl11T NO. N/A . C � OIIADIIIO ►LANs FOR; , J SPECIAL USE PERMIT NO. PTY -ea 6 /26 /81 COUNTY OF SAN DIEGO 1 . , '_ TENTATIVE MAP NO M 4255 6/265/•'81 � .., -..,.� TRACT NO. 4265 CDJNTY APPFI 3VM 0�E E ENCH MARK CAIIFCi11N1ACO0ROINATE INDEX 333-1683 i Bm ADD G` KE T NG // M y 0 "ION D IEGO COUNTY ENGINEERS MONUMENT DIRE CTOR N.J.MaN uc wavers E r W!L LL I LOCATION: 165 SOUTH OF r BRITTANY ANO 24' FART M° /] R 0 26 ! RECORD FROM: LINTY OF SAN DIEGO ELEVATION: 241.45 DATig1: M -S. L. L OW ERE NO. /S ' 4k091 iAS'iMlNr I osac*rlfo 7vvwlE co avrr or JAN A/"d p ooeAf Fvr ". • _B! - 41SS96 TE DA Nor /1.iftS SCAGE: /1 240, \ 1 St.o�t !6EE L E7"T'ER QR4 R1w f6A o sA �\ 4T f� csp 44t 19 / 9S3 ��- poc � x \ fV�4ME � WlWr" \ DATE ''� -- �� % RIW a T a /6HTS IEASEM�IKf OED/ O Ta THE c o"r Y Oi• SNA O /EB0 � o0t: N0. \� 0 ,B fill /- � 1 Di0 /6�OfJF O L1 R((69 - Wr4 Y ,SG off OtDYC .co _. li O O / lip 1% 0 19 ,. � �� � � � /� � \ ; i ii y � p • 3 � � ,�q.70 -y�A �� 3 g O ` - - B..P.VC. /ER/YhtifEO f B �.� ��__�� ?3� ? G � tER,WAC E - d 3, �p "R.C. s s M • Vi N � .: � rte h� `1 \ \�� 2 ; - %in o N 70 l 7 /� _ = `off � �° � •Q H � `"`-_ f75 ln(LET J fib' N Q4 � � '• � � � � '�oD . `�-. ('3' T°1.7 !� � 0 , p T ' _ \ ,•\ ` Q \ \ �' ` `"'�- f i � `m � -- -_ -- I / � \ may -' 30.0 D � A � h. I \ - - NJ Rif 23 6� Y — - -- - Ztl _ o 0 N 0 N • - - - _ p �,�, Vt � - - - - -- M �_... c, ` �\ - -- - . \ O V. 0 I- dS 8 sg r6 9 NS 9 r5 a?a a + N p Z 8.00 - �8oa' s8.ao r S ao' _ r8.a :� -' z o -- - - y 2 _ / - - -- - �P x h°1 ¢o, ' O PRIVATE CONTRACT - - - +- - - ' - _ PER COUNYY OF SAN DIEGO V In -- - - -- - - " DEPARTMENT OF PUBLIC WORKS PERMIT NO N /A R G A DING PLANS FOR REZONE - P78- 84 6/26/81 Z • J stPEC UfE PERMIT No. COUNTY OF SAN -DIEGO - -- - - _ TENTATIVE MAP NO. T M 4265 6/26/81 � - �-� TRACT N0. 4265 ' OOLXVTY APPR01/ED C1- IAJVOE BENCHMARK /1 CALIFORNIA COORDINATE INDEX 333 -1683 • • v Na Mrl ►r oEr DWANITION: SAN DIEGO COUNTY ENGINEERS MONUMENT M / n Arewi A.J. Mw•n Mw E d i L- NO (1C 174-1999 DIRECTOR Of PUBLIC WoeKs - 16 SOUTH OF BRITTANY AND 24 EAST OF � SAXONY COUNTY OF SAN DIEGO w C•J•RA"LE R.C.E. 2094 Y LOCATION: ✓ % "- 7 «. -.015? �,/ NECORDFNOM: ELEVATION: 241.48 DATUM: M.S.L. _ l.Z - 8 - 8 ? ►wmH Ne. - - FILE M0. v _. \ ` , , `' SEE'' \ LETT� dr PAM \' —_._ _.__ --'"` __ -_. —_ _._. `` ,, ' j �.--•` � TU "ACNF C)47,E0 f1�• !B./9�1` �` \ NAM ooYL E fAI /E.Q 1 ^ c \ N pa L w r l SAO~ \ . , rAW . flt,Mf \ . i --- _______. _ SCAtE•' 7 ° °+ .d In - N a Q - 1 28t t3 yL 2 1p\ - -- -- - j e t V 2 , 27 �• 2 .o Al V ` i SAN1E flWNERSN /P % �� ✓ ✓r7 i b� 1 F ?, i r 1• t I z i42 ' � ui r 4 0 h D n I 2 I I I Lf IT it W 0 \`,. l ti� f �� zs�. c �I 1 0 i z 2 y c W y b i 1 • � , M I i z �� - -- �q� PRIVATE CONTRACT °' G CGU" OF SAN DIEGO dS 4 BENI1FTMfNiYF PUBLIC WORKS fHEETf W GRADING PLANS FOR: O COUNTY OF SAID DI TRACT NO. 4265 mm CALIFORNIA COORDINATE INDEX 333 -1682 �y 6 b edaVTY O mj d q. DEOlCp1F TD SAN D /E65 Mvo..e w.�. Mr�rNn 10 DOIECTOIIOF USLIC WORKS E IN - ; J , 1 ; P /VO. I 252.5 � ti DATA: ,,: � � ,20!• Ste' I , �j - No. a..E — 01 V =-A?-83 hrmlt No j Fu • ii 1 l �I r SEC HEFT /1/0.6 \ $ SEE 7' 44' 102 � 44 m 01 ry I , i 1 �. -290 ' � I t ' , 20 ro • I \ � 4 �l \ \ Ik o , , O O \ / •, \ I � I i oQ I U ry a " Z i 1 I IN `-- d I' n �4 I f • , r ,,p V PRIVATE CONTRACT I DEPARTMENTOF PUBLIC WORKS E S REZONE PERMIT NO _ I PERMITS COUNTY OF SAN DIEGO . l N/A i - GRADING PUNS FOR: SPECIAL USE PERMIT NO TM 4265 6/26/81 . P78 - 84 6/26/61 C OUNTY OF SAN DI EGO � TENTATIVE MAP NO. �. _ � � C � � i TRACT N0. 425 .� I C LWY APPROVED G CHANES BENCH MARK C ~ / / / �• V 1 I \ Appro by o.w DESCRIPTION: SAN DIEGO COUNTY ENGINEER MO NUMENT C proveN.J. 1 COORDINATE INDEX 333 -16 3 AMwM NO. OC 174 -1969 OIRECTOROf PuEL /G woers I6 SOUTH LOCATI OF L BRITTANY AND 24 EAST ON: � ! OF � SAX SEE SHEET iYO. ��., \�` RECORD FROM: COUNTY OF SAN DIEGO aw' L- L- ELEVATION: 241.45 DATUM: NI A Ne, f - Date FILE NO. l I oo �,/ r SuBO /Y /S /O/V �6oG/Npi9.eY t 1 L Sc 84L 40 , Ar M W I , ( j a. lie i \ \ 2 7 J / / o — y es Z i N6E 6AYEMq�yT l � � � O TO COOiVTYIO! , cn �✓ 5�9N O/ / V �?so. O N MAR W YJ k / O PRIVATE CONTRACT a ck. c PERMIT I 6 ET DEPARTMENT OF OF PUBLIC DIEG WORKS I SHEETS C15 1 C v REZONE PERMIT NO. N /A W f GRADING FLANS FOR; J I � 4PEC1AL USE PERMIT NO. P78 -84 6/26/ 61 C Z COUNTY 0 r SAN DIEGO 0) I TENTATIVE MAP NO. TM 4265 6/26/81 � (0 - -- \ ! �o' TRACT NO. 4265 � c0 Y 0 C> ENE I MARK CALIFORNIA COORDINATE INDEX 33 -1 / No. OneripiM A1MM'M by DMA i N DESteI N�o SAN DIEGO COUNTY ENGINEERS MONUMENT DIRECTI R .J. OF M mmm PIJ8LI E O , / \ 9C 969 DIRECTI OF PUBL /G WORKS N 22 96 LOCATION: 16 SOUTH OF �, BRITTANY AND 24 EAST j p OF SAXONY /yO, f NECOeoFNOM: COUNTY OF SAN DIEGO L - 015 7 \ ELEVATION: 241-45 DATUM: M 411 11 2 -8 -8? � N,. FILE N0. N 7 0 CD CD .. .. �� � \. �'•. ��� II I I I {{ \. I Q` \ 1 Z 1 I 7 v 1 i l 1 1 i � E !�X PRIVATE CONTRACT PERMITS COUNTY Of SAN DIEGO i 336.6 ` �s�� -, DEPARTMENT OF TRANSPORTATION SHEETS 3250 33L.i — REZONE PERMIT NO. -- - N/A _ — _ GRADING PLANS FOR: 4, L 3•T I ' 4. ! 04.4 i j -- ' °��� SPECIA�u3EPERMITNO. Pie -e4 ---- a� COUNTY OF SAN DIEGO` is � ! TENTATIVE MAP NO—T M-4260- — ___41261$1 TRACT NO. 4265 a� o , �" COUNTY APPROVED CHANGES BENCHMARK VJ CALIFORNIA COORDINATE INDEX 333 - 1663 AM""db' D'tr SAN DIEGO, COUNTY_ ENGINEER MONUMENT no a J Mawman of a ,.o.► � i 11IQY - - - -- DESC NO OC 174 -1969 I �o�necroaoFw&crt weirs ac.e. MW �� �j) �� �oCAT1o��6 AA�YF- 9RITTANY AND 24__5A$T — .. �C Dote don ELEVATION OM241.45 TY OF SAonr MIE60� S _�__— - lx-B ".8.�? G.aam,� '� (/�� 7 _ - -_ _ perm, o. V t —_ / i FILE N0. arc ,. • 7 E SEE SHEETS 1 :1 SEE SHEET 9 CONN=7 ro pasrilJG it 8 A,c, wl� MAIN z r I it KEY MAP `� 45 44 43 M.0 1 OAK SHT.1 18 YL I" 1, ' y4- I fi 2 r `� �SHT.13 I3 r . r1l lyl .AAW IM Ir. • = II 4 r j ��((..�� c � {, l it 17 P7 SHT.12 I i I6 I 'i: r, �� 40 � l0 41 l f / - i I ��� 7 1 � I q�A wo V2 \ gap C •, ' „• K' H I 9 IL 11 ', f � `� � �" ` - ` •• y.'.n.n.nw.m.uu • �N • Q SHT.1 1 16 I _ 9- A f �' `L ; I 1 h_ • C e r • a w I i �/ s/� —' ,V1 :�s �j. I ••,••••••♦ ,•N WNNQ N I I }I Ifs �"�' /s _� : l ♦•'••• ,••�• N• qh1 O / —� wit r f} • I 14,, MOVIOW LVIVIX 37 vs ' • KIL09E I` I 15 = 11 -� '` .a x • coult4 ' % $HT. I - ; e; �� o 4 RN rj IN 4 .14 III \ \\ •• ••�, +S` 00 2 I • Approx, RCV locatio" - 44 '�s ` ••. Q ■ Approx; oontroMC locations 1 • • ,! • f� � •.� ,, '� Q ,• ,�'''� 13 4 �1 J 2 MA 5 >- - z �I'! H. �� r Tr I a IL I it Xc -- tl I \ • N • r. ••``J` 7 C701.�1 TY <1PPROVEO CHANGES L L� •••� WO .• fnur� 1 � t \\ y - Y4 1 r I� �� 4 „J'� • /' I' I I j •` I M�• Ih�NMw. Arrwwl �1 9 0 - 1 .1 3 1•? 9 � rat • , r I .. 1 10 111 .. _ #4 ; -r ••• n ♦i II AN yx- IMI E+ ••••. ••• •nnuuu,,,,,, IIIU,NI.Opp E tOt • ioIANA �wC1t CA c ; c -I -, SEE SHEET- 13 • FOR- MRKiAT10N LEGEND AND REMARKS z9 I II $EE:SHEET 13 &14 � '/IppATiON DETAq,3 M FAN 01[N. U SEE 18 FOR *iRKt MN SPECIFICATKO tUSLIC -It 1 4 T E: l • NOTE - T RA IRRIGATION SYSTEM OF SLOPES BETW N awnn FIRE RETARDANT ZONE (HYDROSEED MIX 'A . TO BE W LOTS TO BE' CONVERTED TO INDIVIDUAL,, rr. WWATED WITH A TANK' TRUCK' (W016 . -. ' FV4 PRAY NOZZLEY DURING' PLANT 9OMIEOWNE1t`S IRRIGATION SYSTEM UPQI STABIL T PERIOD . MENi I PURCHASE •LOT , r - - y • r L{. ` 1 r • k 't r .I� ... ,!' .... . yam..- r .! w .y.�'' r rc r •x �: .`. ,:. :1. ._.. .v., ( , 1' \. y,,....,. i✓�'•^` -'_ '---_. I - _- ... -1 .. . .' :'�Il a_ __ �• - .... 1.. � _._.. -_. _ .. _ '1 0 i - 1t -. .. 1'\ ... -.. ..M1 ..-, er.&:.,.,j .r..•r'r►r. .m.,W.%u'.ai4. lYt .,-. �'"�. °. � Z.. • ... ;.1f1� . i ,�' CU�1G4' 'ib EXISTIN4 10",ia.G. Mks11.1 Y 1 POO 3� h C 0 " q �.' ••• y vow- � D �d� � I h RO A _ - - - - - -- 1 — 34 " "� n l W T AIL ... ...........N• � �'�..........' .. � � , � � � ♦ ♦•• ♦ °••..• • 0� A L �" p � •/ �NNNU.Nt.N� .. � " N '`� ,n F� � \ ` � ♦ ••• ♦ - I . ,. _ •NN ttN M 9 � _ Aeol /-� I 58 h — N•Ntt . - .u... uN..utunn , : - All 1 - - i ttUtttNNltltttttttNN•• ' - ' ttttttttm i •-3¢ 5q I I l a - - - - . • w, n mm Comm! '-'Ft 2. 6� j �� 6 5 i \ P I 63 I y , �u ,� s — s , /4 14 4 '34 Z Y , z $ — - ' - B- j' 0 Q 1 1 13 Xt 13 �4 -74 r^ �` Q' tl 6 7 t^ ? �• (� r of co ��i �I �� I � ♦ %f oo .su.` 44 ''������ 1 I 47 �4 Art 46 4 - IL - I 4 r L I� �4 1 / xz - 88 89 140 0 86 '* 3/ W I, 3 87 h I 87 8 I 89 2 8 fL, I r 5 1 1 11 Z �g4 �y q yz 19 3 .7 7 8 7 8 0 81 j .8 2'. I " �o �, `� _ y�__ _ _ �d I 1• , tt _ _ -- - y.; t ' � I 1 I . -- tHUt UtttU•UUttUNUHNUtUNttNttN.N {t NUN./ UNNNNt NU /tU /UUUUtU{{tUUtpN•Ntsf••••Nt• •• , N 30 I - I ''�� tNtnt•ty y 2 32 tN•N NNN{tUNN I Y I - ,'' •�' h f I n I11� •• u•Nauus•s�N ttt • I 3 / 4 33 ' — - 74 '�� i I .... Jz , 1 , IIGI �e I IP1 - �1 � - ✓L G I C _ h - — - -- - . ` . 0 Hq _ t _ — -- ' -- Lam -1 I h .......,... I h j • I'{ / _ • p s ttta•tt tt •• I i 1 k �'•.� �••�•� - -- �iR4•hNNtntttwttNti•5 h -- . -- s�ttNt�ts NNNNtlt•1' �. Ruseese — `'•• tpUNU /BNUUU•NUU.000UN• _. 0M WW h�1^'"M _ SA7C 1 10 10 0 I 9 8 9 7 94 — 93i 1 ,9z 91 ,� SEE SHEET 51 a. c Wl4t1l' ' 24 i 9 �' 4 r;rz I 12 12 I ,. 7o r PN �q .;c c • D O CONTA ^cT r . .• �.� �� Y f rl 9 �+ 93 92 6 �, 94 )k I 'iz OOIaVTY D /`t► /t�g j714> 796-3180 LIC Jell I ; 9 y '+ IA.VD SCAM ARCHrTECTURE PLI►WtWNG y� ANA aEAC••• CA. i o, . Eon J40/1 Cv wto s A .- TRACT �TE� � �EI CALIFORNIA COORDINATE INDEX 3 .. IRRIGATION SYSTEM OF SLOPES' BETWEEN w ''""" " "•"'•'" FME RETARDANT ZONE' (HYDR03EE0 MIX'A'Y atucrosos ►uwc .woes LOTS TO BE CONVERTED' TO INDIVIDUAL + TO BE IRRIGATEDr WITH A` TANK TRUCK• (WITH n FINE BMAY MOULEY DURIMA' PLANT HOMEOWNER'S IRRIGATION SYSTEM UP" EST � MtR100: PURCHASE OF' LOT ,��• Iw ' FU W ti { 3/y t . - J14 YA r 2:1 21 ` 114 , yz 115 1/'.{ * ! 117 118 119 120 121_ 122 123 124 i I 116 \ I I v Vx t/ 4 y� 7 x 1 I rz -{3_ 112 \ D RIV E f ��� ,/. �, �» � + tHHpnttttfNf )i••fttfty�Nft _ off .. nfltt.tllntnOt NtftfU ntttffnt U /....Utt Ufft UOtfgt ttN.OUttUf.ftU,UUnntflf.j ♦�� •'` 7 y 126 I ffM /ffM 11 t ; yJ�' 133 �. < '� .•,.,•'' 132 1 131 i 130 29 1 127 j28 , / / � " z, . ,� _ � � � � �., 110 _ _ 134 14 ••. I OL ` - / / 3 ••• � C�j. 1 " /� 134 I I r \ I '` 152 •. , 11, �'•� �' \.•• I i I'A j I NID Of 141 j b. omr*ti" Aw"w k Oer 1,0 Q siz •, `� 1 \ ••i,. © Lj _ • y. ,•• i, \ 't� I � . I I I ' ( !_�� ••' \ 5 I H 5 Lon 7 g �'• �_ � �, diz \., ..,'9 •. '•••,.\ �.� i5 � { 140 I 14 k ,�•� —' i� 139 153 36 42 1 I 161 \ I le. \ ••• , - •• ' I NOTE: 10a , `151 ••' L 3 � •�, "�� '� i FIRE RETARDANT ZONE' (HYDROSEED MIX 'A') ,A ti 137. l ,,..,....... , • TO BE IRRIGATED WITH A TANK TRUCK' (WITH 0 % :�•'�� ti�,� i I FINE SPRAY NOZZLE)' DURING' PLANT •,�� '9 •.• ESTABLISHMENT PERIOD, o \ •• riPN f� C4iID ,N••' — 154 a 143 : J �.�•, '•. ���,.•`' ►s '` - - I j JIRRIGATION SYSTEM OF SLOPES BETWEEN 74 \'o,' i ,:•' -' GQ ; LOTS TO' BE CONVERTED TO INDIVIDUAL 1 �� /4 1 1� X1 2 ,��� ^ HOMEOWNER'S IRRIGATION SYSTEM UPON r,, 1 �� 74 �Xi � �y� CON TO ��� • 144 PURCHASE' OF' LOT' 6 < qtr V', EX157 10 ' C F•.;�. ; IL > / 9 \YATER MAI -- �k -* „I 1 S \\ I � 111 y y 7 :• 47 ? n r - -- pf lso 1 I _ _ /" 7z � S \ \' ••• / 9 -4 146 °I 1 _ 0~—* ,'" &4O' – r.___ 1 ` 104. 1 . \\ Nf , —e, " � � 4T,4, T " -s,e* y o ; -0 ARCFrTECTURE • PLANNING 7 1 L3 •. �\` • ��\ . u„' "nuu ,,,n,unn.u.nnnnuu.nu.nuu ... ,.u. 201 • i0►AMA 8"CN. CA. �, �O1r WIT[ .. - 'i; v k7 •: _, \. tttttttt't „tf N CONTRACT .... I CONTRACT .1t raf S” DIE 1 i BLUE�RNUL sf PUBLIC ws 103 76 '� - \ 70 �ry C Ap 014 J14 �1 � co _ _ F N TRA 11N1 . CA11fOA 00011D1NAT[ i OfsecTOROF vuluc wir,rf of I M n I ' VLE NO. , V SEE S - EST 12 SEE 9 I • I I I �I I �6 �1 ,. t 1 ► �' � L i . �� 1 I 25 r I i i I I ` 15 2 4 It i I ' 1 0 23 I INC C Is r , sr L • x cl) 22 I / - 10 1 ; a: ' 2 1 • � � I a �: r e , s w I i NOTE: -� I I FIRE RETARDANT ZONE (HYDROSEED MIX 'A') TO SE IRRIGATED WITH A TANK TRUCK' tWITM � r I FINE SPRAY NOZZLE) DURING PLANT • . o ESTABLISHMENT PERIOD* u•N ass -s.M r I I • HLAt�Mi1S,.. � ,« � 1 I SHEET L3 FOR MM*iATK>fN LEGEND AND REMARKS 1 J �� { SEE SHEET 13 & t �., ° N° LIM NW �3� - G �— — — — — — — — — — — — -- — WE SHEET `15 FOR pRgATgN SPECIFICATKlNR ��-° ..�° rt — 4 � co s NOTE: 4y� J IRRIGATION SYSTEM OF SLOPES BETWEEN A41.• 1 COUNT � PF*13VEO ��„ LOTS" TO IRE CONVERTED TO INDIVIDUAL g I _ 110M80WNgWS" IRRIGiATION SYSTEM UIPOM �' f•+ 4 _„ ' �' j PURCHASE OF LOT o" PIT, f , • N I a A r. I 1 I - 1 w w i ,r I w W VJ I t I I I I ' 4 o i JI i p w I ix -- m / / i } w Ir I Z w 0 II I of Q i NOTE: .� FIRE RETARDANT ZONE (HYDROSEED MIX 'A•) f I TO BE IRRIGATED WITH A TANK TRUCK (WITH f 1 FINE SPRAY NOZZLEY DURING PLANT / ESTABLISHMENT PERIOD. I 1 � + 1 CONTRACT SEE SHEET 13 FOR IRRIGATION LEGEND AND REMARKS SEE SHEET 13 & 1 4 FOR IRRIGATION DETAILS LIC�M1 lSS7 raawv`s'v11l1S� L6� (7 736 -3I04 �+ SEE SHEET 15 FOR IRRIGATION SPECIFICATIONS LANDSCAPE ARCHITECTURE • PLANNING 777 B. HWY. 101, SUITE 201. SOLANA BEACH, CA. irrIgatbn C 1 S 1E 0 NOTE: I IRRIGATION SYSTEM OF SLOPES BETWEEN CT 1 COL.ffVTY APPROVED CHANGES LOTS TO BE CONVERTED TO INDIVIDUAL ; CALIFORNIA COO11p1NAT! 1NOEX Na. Oncrptlon 14vrowtl by Die V "" I ( HOMEOWNER'S IRRIGATION SYSTEM UPON/ r ^o ��o• g �•�� 'f0 l e g t;RWf .74* j 0--Z / - J ' 0 f PURCHASE OF' L07 y� p I I SEE i SHEET I � � _ LO I FILE NO. 6FALV. 5TKMT CL-L- — — POP -UP SPRAY SPRINKLER M66-r- vawr✓ -- FINISH GRADE GA V- PI Imo. - pl pt= - W[ r tq tf O(L wv \ _ _ - - - - - - OPTIONAL SIDE INLET - I°`rc s�L-Y Lu�� r yw e.•'lo tZI� %*rt 4 v 9d r1 .I Y• �� I 12 1Z.. PVC SCHL 80 NIPPLE I've- 9.• E I_ . sJA7 .. l PVC STREET ELLS i -- SYMBOL MANUFACTURER, MODE IRRIGATION Fr,FNn _ -- - - - - - - -- -- .�1P1L -�- - -- - -- RAIN BIRD P3PJ IMPACT SPRINKLER (U NOZZ.f) 30 35 6 B, SHT. 14 IN RAIN BIRD 518655-Q SPRINKLER NUZZLE 0 3l 22 h A' SW 14 RAIN BIRD 618655 -H SPRINKLER NOZZLE ON RI 3o zz 1.. " PVC TEE OR ELL PVC LATERAL - L RAIN BIRD B18655 -F SPRINKLER NUZZLE ON R15ER RAIN BIRD P186 -Q SPRINKLER NOZZLE ON RISER 12 .5 NOTE: PVC THREADED CONNECTIONS SHALL BE COATED WITH t7 RAIN 61RD P186 -H SPRINKLER N.Z.' ilN RISER }D l.0 RECTORSEAL NOT 5. WINNOW RAIN BIRD P186 -F SPRINKLER N'l:ZL: ON RISER 3G i N.T.s. B A RAIN BIRD N- 1800 -EST SPRINKLER NOZZLE ON RISER z5 6' POP —UP SPRINKLER A MANU VE ATM. VACUUM BREAKER N.T.S. ONION G RAIN BIRD N I - x_80 C l PR1Nr.Lt L N:''Z Fi X 1_ V C IF RAINBIRD 1806 -1 H POP-UP SPRINKLER 30 X 13 ^ T t T w�»r�- Art-V+ �+IfLq 1".4 - - - - -- / `f CCwiX1 -+*+--- �"}'►A+fPtdN- M6�«R'�«[V.wl�/�v y".w --- - - _ — T� (� CHAMPION 300 MA ".UAL ANGLE VALVE w!UNION S' +T. — �_.. E�iAMiE' F9N-- 3( r?-- M' AGN( ��E�} r 7 F/' bMr"« e --- --- ---------------- RAIN BIRD EP SERIES RFMtiTt C NiRUL VALVE L. S T• 14 I NOTES: r C A HAMMOND 600 BPGtiZt GATE VALVI. LINE SIZE 1. CONTRACT 1R IS RESF'ONS1FSlt fOR INSTALLING I FLU- CONTRA 11111 N I CHEC �ALV� - LINE 51 E / / \ J _ ��/ - VALCON IG -HEAD CHECK VALVES' FEBCO 835 REDUC D PRESSURE BACKFLOW PREVENTER L "T • 14 1 r'�MMGN �t�4,eftxe w -11w ""'I NSTALL 2' WATER METER (SEt FLAN FOR P OINT rrF or,NECT lcr ' 2. UNLESS OTHERWISE NOTED \\, j nrN BIRD AurIM..Trc CUN'ROLLEk (SEE PLAN r IR MODEL «) G, sHT. 14 ( SPRINKLER H A0�3 H ALk _DATED: N - RAIN BIRD QUICK COUPLET VALVL - LINE SIZE F, SHT, 14 \> A T TOP' OF' ALL SL'OPEB BETWEEN LO�S' 0 C wILKINS 500 PRE55URE RLGULf w/STRAINER - OSF SF-RING PaNc (3- PIPE UPSTREAM OF MANUAL CONTROL VALVE SHALL BE AT LEAST EQUAL AN SIZE TO P/L 'LLy L.E.LL..L PVC SCHEDULE 40 MAINLINt - 2 MIN, ` DOWNSTREAM PIPE, 1 8" BELOW F , c . PVC SHHEDULE 40 SUB MAIN - 1'" - MIN. 18" BELGIN F,G. /\ / ---- CLASS 200 LATERAL LINE (SIZES NOTED ON PLANS) Mil,, 12" BELCw F.G. PVC SCHEDULE 4o SLEEVF - MIN. 24" BELOW F.G. FOR MAINLWE SLEEVES W I LU MIN. 24" BELOW F.G. FOR LATERAL LINE SLEEVES • AVT'OMATIC: CONTROLLER DATA I � I STATION DESIGNATION SIZE OF VALVE I , GALLONS PER MINUTE I MANUAL VA LVE DA TA I — LOT DESIGNATION -- SIZE OF VALVE C MANUAL ANTI — SIPHON VALVE N.T.S. — — ' GALLONS PER MINUTE • I I NO — 1 1 It It INACIOL SMALL INSTALL SYSTEMS THAT M[ '$ % +l' IOMPLEt W. PLNL1 IN TRY WAY. V f ,t I. C ONINACION S fix PRESS N LOCATIONS, Silt S, ETC.. I ONION 1O { {i INN NOl1FY L C CHIIECT Of ANV DISCREPANCT. % / 1 'i a 1. CONTNACIOL SMALL St ! / 1 WORK WIT" V ll'uf �"�l iy' f' /JI• \I �11A� OTHER TRADES T Y WT, ✓ 1S r 0"N'tc1loNS MADE I■ MAIN L ONTALLI. 1 TI MINIMUM ," COVEN OvEN At LI PI IE` OVER ALL NON- PNESSOL 40 INS LINE 111 ER `Cq D ANAS � N B SMILE Of Ivl SE OUtt a0 INSTALL[D PRi SIR IK l SEMI 10 ACMI REC 110MA1 [ILANGf / vU V 1. ALL SLEEVES SMA nAl Lf S(rrt DUI! aD HC. S O , D LEIVL A Q POLE U5 USE )" SLELV! TOO PIPS IS" IS" - I', 0 Y! P 11[ 51 1111 \ US ![ 1 " � ly ", { V• SLEEVE lk 1" 7 IIIt SIS I C O V EN FOR Au MA IRE sacwls, AND ,^ COVER too wu (7 +1) 195-3fee S t WNOfR .wv D .Rut. CTURE IF PLANNING 7. InIS D IGw IS Or EQUIPMENT SHOWN tN PAVED AREAS 1 T ItE 101 . SOLARIA BEACH, CA, ARE VHt R[vtR POSSIRIf. DESIGN CLAAIFICAIIAN 0141 AND IS 11 LE INSTALLED YIININ ►LµlEp ALL PIPING S 111(1 PL MILE OE LOCATED EDGES CONTRACT y OF Pt ANT ING AREAS lRCEII WHEAL tNFfASIBLI TO 00 SO. S_ CONIRACYON SHALL Nor rILIPmty INSTALL THE SYSTEM AS DESIGNED tNlt" _ -- -- - - - - -- III - I 2:1 IT IS OSVIOWS IN THE FIELD SHAT UNKNOWN ORSIRUC110" OR GRADE DIFPLp_ F SAN DIEGO INCES (a,%, THAT r101 Not RNoWI Dualw. DESIGNING. SUCH Comollic" -- - SMALL LL RLOOGHT 10 THE ATTENTION OF IN[ OWN[O•S AUIMORI:ED Rt ►RE- St T BLIC W ETt U SOME f µ0 /OR ", ,,g MCHIfICT. OTHERWISE IHE CONERACIOR ST LA l - -- - -- ASSUME PULL MISPONSIRfLITV FOR µ1 - - - -- � -_ - - - — —r — - -. - — — — — — — — — — — — -• — — — — S 0lGN { L AND to p 1a1411YL OVESSPOAV sL SMALL pINCW BEST C WO( $ Foe a xiwm - - i rr ig ation p Irri ' 0 DNOLILOMS. CO U N < T L- IG VALVES SMILE Of MNTFULDtD TOGETHER WHlAtVER POSSIBLE RND SEAVtD BT M -. , AN UPSTREAM COMMLCI ION EQUAL /r SIZE 10 LAN GRST PLPL SIZE LAITKAL TRACT Iii LEAVING VALVES UNLESS OlMEAWISf NOTED- 4 i /may / �1� Y /L L�E�SEy /� /�a�J /L lL L�� .1. PIPE DOWNSTREAM OF CONTROL VIILW! SMILt O! AT LEAST ONE PIPE SIZE [ CA LIFORNI A COORDINATE INDEX NOTE: S./{JLItl 1 MTr� T/GD {�/t - Sr'AL M.7� -S \ / tARGER THAN VALVE it1E uw PSS pinLNWISL %DIED. _ - - - - -- - -- V r W e1R, DBKrir AerB1M N Dm AMPE l PLAINS,( NINE Sllf CHECK VALVES WHERE /lLLO C REQUIRE, PLN I OINECT N 1 CiON OF Pu UBL/ eL /C NOlAS PLAINS, T ANS, ANp /O Q A wi DIRECT p. , ® 06L� '(�15 4 !34W �r 8j /p FIRE RETARDANT ZONE (HYDROSEED MIX 'A') l �. &V 1 �j ALL GALVANIZED IRAN rE "A"ID REaoW cawoE sMANa B: Aw[D WITH T- %#0& TO BE IRRIGATED WITH A TANK TRUCK (WITH SCOIMCM WRAP R 04 10aVRlM NAB. VSL y'• MINIMUM DVEALAP 1 - 8. FINE SPRAY NOZZLE) DURING PLANT 1A REMOVE BURNS TOO" GIP AND PVC Pt►E ENDS NIOR TO CBLMECIrL%& ON SOLVENT WELDING. N O _/2 -8 -83 Q \ \\ €8TABLIBHMENT PERIOD. J ANY D[PLf,1YE MA ik L1At 0L POOL WORKMANSHIP SMALL BL REPLACED OR L DTI. - -f - - J L— - - - - - -- - - - - -- J� LINK CONNECTED OV THE CANTO ACTOR AT ND EAST 10 INN OWNER. i1 FILE NO. •r' -- r \ WEED REMOVAL SOIL AMENDMENT 1 The Contractor shall irrigate the site for 15 days prior t - (1) NltroRen Stabilized tide application. After 15 days of irrigation, and suff ✓ Redwood sawdust: minimum .6% Nitrogen based weed growth has taken place, the Contractor shall app nimum of onf (1) application of "Round -Up" herbicide (or per Fir or Cedar sawdust: minimum .6X Nitrogen based manufacturer's directions. Contrator shall all le per FINISH GRADE RAINBIRD SHRUB HEAD _���. AINBIRD IMPACT SPRINKLE GALV, RISER Fir or Pine bark: minimum .8 Nitrogen based 0 PP 1 i A I EA AB T A AS: OA i `. 1TECTY -PVC SCHEDULE 80 RISER FINISH GRA - PVC SCH, 80 ELL (2) Particle Size PVC COUPLING 95 -100.9. passing 6.35 mm standard sieve GUARANTEE AND REPLACEMENTS IMPERIAL HOSE CLAMP - passing All shrubs and round cover sha uaranteed (LENGTH AS REQUIRED) PVC SCH, 80 NIPPLE REDUCED PRESSURE 80 00i 2. 33 mm standard sieve b the Contract- � BACKFLOW PREVENTER � g y or as to growth and health fo !od of ninety days after PVC SCHEDULE 80 RISER ASSEMBLY (3) Salinity com of the s stifle enance p p period and /or final accept - (LENGTH AS REQUIRED) Saturation extract c8nductivity not to exceed 3.5 miliimhos ante by the Landscape Ar All trees up to 16" box size FLEX RISER OR EQ per centimeter at 25 Centigrade. shall be guaranteed b ontractor to live and grow In an PVC LATERAL - —PVC TEE OR ELL acceptable upright on for a period of 12 months after comple- PVC L N GALV, UNION FERTILIZER tion of the spec aintenance period and /or final acceptance " FINISH GRADE by the l.andsc itect. Trees in 20" boxes, or larger, and �— PVC LATERA ON FLEXIBLE RISER AS SHOWN, ALL OTHERS TO BE ON PVC SCHEDULE VIBRATE INKLER IS OPERATING (i) Materials shall be delivered to the site !n sealed bags all field t ecimens shall be guaranteed by the Contractor cc cc with the manufacturer's analysis printed on or attached to live a w in an acceptable upright position for a period �,� to the bags. The total quantity needed for the entire pro- of one fcer completion of the specified maintenance period, wU( 1 Ud.f'_ .0 jest shall be subject to the approval and /or inspection and al acceptance by the Landscape Architect. I of the Landscape Architect before application. 18 „ PVC MAIN TO SYSTEM j ENA1\cE -. /'` ��. (2) Commercial fertilizer shall contain the following minimum �� v 1. PVC THREADED CONNECTIONS TO BE COATED WITH "RECTORSEAL N0.5” 1. ADED TO BE COATED WITN "RECTORSEAL N0,5 ' percentage of nutrient by weight: Plant maintenance ork� shall consfat of a plying water, weeding, CONNECTIONS cultivation, spraying, pruning, edging and mowing of lawns, re air - 2. ALL SHRUB HEADS ADJACENT TO CONCRETE /ASPHALT HARDSCAPE TO BE 2. COMP SOIL AROUND RISER ASSEMBLY SO RISER DOES NOT CONCRETE STABILIZER Nitro en ing, re lacement end p performing the following final plant esta - Phosphorous lishment work: . GALV. ELL Potash PVC MALE ADAPTER The entire project is to be maintained for a period of36celendar 80 RISER " / days, commencin from the time all items of work have been com let - 3 B SL TOP OF OP �/ I C MAIN SUPPLY LINE 601L PREPARATION FOR GROUND COVER AREAS ed to the satistaction of the Landscape Architect. The Contractor shall make a minimum of two visits to the project site weekly. 3, 9" AT BOTTOM OF SLOPE, 12" AT TOP OF SLOPE X `MIN: 1 8 ° ' FROM T LOPE MIN 24 ' FROM BOTTOM O (1) All debris, trash and rock over 2" i ter shall be Improper maintenance or poor condition of the plant material * . SLOPE i ALL ADJAC LK3 8 CURBS / t removed and disposed of off site. at the ,termination of the scheduled 'maintenance period may cause postponement of the final inspection and completion date of the -� - (2) Each rooted cutting shall re - 5 gram plant tablet, contract. Maintenance shall be continued until all work is accept - Plant tablets shall be Agr 0 -10 -5 or equal. ble. A SHRUB SPRAY N.T.s. B IMPACT SPRINKLER N.T.S. C BACKFLOW PREVENTER N.T.S. -,/ SOIL PREPARATION FOR SH TREES CLEANUP er and twice as Upon completion of work of this section, remove rubbish, crash PLASTIC VALVE BOX W/ COVER 11) Planting hole be excavated 6" des p and debris resulting from operation. Remove equipment and im le- wide as th s container for all container plants up ? ments of service, and leave entire area in a nest and acceptable COMPACT SOIL AROUND - to 1 a to be condition such as to meet the a REMOTE CONTROL VALVE 9" DIA, VALVE ID RAIN BIRD QUICK COUPLER VALVE 5 Holes for all boxed specimen trecs• 1 " excav g p detail. rc of the Landscape Architect, VALVE BOX TO SAME , RAINBIRD ELECTRIC VALVE FINISH GRADE.: (INSTALL 2 ABOVE GRADE AND ADJUST P with all paving, walks and other construction free of all dirt DENSITY AS UNDISTUR WIRE CONNECTORS (1) PER BOX ADJACENT SOIL, GATE VALVE E T E T H R U S F U H TO and FI E ( 2) cc a compacted �" hig basin around the perimeter a debris. _... e hole. Fill the hole completely with water. After FINISH 'rI GN lion n sha drained, fill again with water. Further B w- BL N. 1 C UJ ll l not occur within 24 hours* and until compl F T . C E -� PVC NIPPLE (LENGTH AS REQUIRED) drainage has been achieved. GRADE / 1/2" MIN _ 12" PVC NIPPLE BED PVC LA / PVC TEE OR ELL t h Ar chi e is not completely drained, contact the Land- 1/2" MIN TO SPRINKLERS �) (3) Plant backfill sha consist of the following mixture: i, .��L re' lrH PVC ELLS �I • Soil Amendment 4 0 0 1P Site Soil COMMON PVC ELL pH Acidal 95F. 0Ueic YAfLo vie Mik WIRE CommercialaFertilizer I ii ii q ii CONTROL WIRE PVC CLOSE NIPPLES 3" PVC NIPP • PVC NIPPLE TO CONTROLLER �- L PVC ELL SEE SHEET 22 FOR HYDROSEED MIXES ^— INSTALLATION AND SPECIFICATIONS . MAIN SUPPLY MODEL 1419E -12 GRErN VALVE BOX BY C NIPPLE z1 cram Plant Tablets: Sen LINE CARSON INDUSTRIES (OR EQUAL) 15 Gal Trees 5 Gal Trees /Shrubs MAIN LINE FITTING Too VIEW Gal e�'Sr)r�bg n : unT to s all be Agriform 20 -10 -5 or equal. 1,, ALL WIRE TO BE INSTALLED AS PER LOCAL CODE LLVL� 2. TAPE AND BUNDLE WIRE EVERY 20' 1. INSTALL VALVE BOXES PARALLEL TO ADJACENT PAVING, Cbr!PACT SOIL AROUND QUICK COUPLER VALVE ASSEMBLY , 3, PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 2, INSTALL VALVE BOXES LEVEL AND PLUMB, TO SAKE DENSITY AS UNDISTURBED ADJACENT SOIL. IN VALVE BOX, (WRAP AROUND 1/2" PIPE 15 TIMES) 4. N T AGE CC ONTROL VALVE N.T.s. E VALVE MANIFOLD N.T.S. QUICK COUPLER VALVE N.T.S. /•• ;� CO JNTY APPFK3VEO CHANGES - °_ d y r•. waau.° AFrrend by Oan s 3 - -- PLASTIC I CONTROLLER _ —5' SURGICAL •e � ope T.G. , OVER WIRE Basin for Mulch � 24" 4" EARTH BERM 3 " CONTROL WIRE �' Planting Tablets Cinch -tie ;132 or equal S FINISH GRADE ° 16 "X 8 "X 11" COMMON WIPE ! ; Backtill under plant � CONCRETE BASE ' S •.�' ball shall be tamped " NISH GRADE -3 SWEEP ELL 2^°t2 "x8' Redwood .talc. .+ FI " Basin I , LANDSCAPE ARCWTECTURE PLANNING PLANTING BACKFILL ? I I nr S. Mwr. ,o+, su,rr :o, • lOIA^A • @ACM, CA } T u� ±8" 2 Tres ties (aria. ) one U �'.•f ' : ' ' r. -�� g 120 LT WI Planting Pita Min Dia at t o! stake, others `•;. II ti 24 "�- PLANTING TABLETS TE C ` 'f 7V lv�r � 1 Gal Container 18" Deep x 24" Dia \ as necessary. " " N Dee X4 "X18" RWD. ¢ 1 4 PERF. DRAIN PIPE FiTyOFSANDIEGO 3e5 5 Gal Container 24" Dee x 30" Dia 4 F.G. P•G• �-- 16-- -a OF DIRECT BURIAL W 15 Gal Container 30 Deep x 36" Dia of PUB LIC WO SKITS Plant back DEADMAN 4 fill " - ` - -- (TO REMOTE CONT S) m Planting tablets NOTES PEA GRAVEL **self tN - - — 12" Planting backfill base CO - S AN (puddle 8 settle prior 1. GUY AS REQUIRED TO SUPPORT TREE a 45 ANGLE AS SHOWN, �� �' R A " E( tlo settling tree 2, PLANTING PIT SHALL BE MIN. 24" AROUND ROOTBALL AS SHOWN 1, SEE MANUAL TING INSTRUCTIONS. Rootball 3, FILL ALL PERFORATED DRAIN PIPE W/ 3/4 „ CALIFORNIA COORC)INATEIN DRAIN ROCK, _ 2, ALL WI INSTALLED AS PER LOCAL CODE. 4, SUPPLY TREE W/ REQUIRED PLANTING TABLETS - 1 -21 GRAM a OROF eLC Wa`rs ( : a: POA MODEL MASER TABLET PER 4” BOX SIZE• t 5 PUDDLE 8 SETTLE PLANTING BACKFILL BASE PRIOR SETT MG. R LLER �1.TS. H SHRUB PLANTING N.T.S. THE PLANTING 15 GAL, N.T. , J TREE GUYING 24 B X & GRE,A,TER KT .s OMATIC CONTROLLER AUT O / 1 (11) BACKF'ILLING Compact backfill for trenching to dry density equal to adjacent undisturbed soil and conform to adjacent r grades without dips, sunken areas, humps or other irregul s• Place initial backfill on all non - pressure lines of a an- IGATION SPECIFICATIONS which repair or replacement shall be a condition precedent u lar material. No foreign matter larger than ! " in ill be to owner's obligation to make final payment under the con- Fittings permitted. tract. Plastic Fitting: PVC, Type I, IFS Schedule 40, NSF roved on all pressure lines. (12) TESTING (b) Contractor also shall be responsible for damages to any app P work covered by the specifications before final acceptance PVC, Type I, IPS Behedule 40, NSF approved on all non- ( No testing shall take place, nor s y water be allowed of the work, He shall securely cover all openings into pressure lines. into any system, before the Sol nufacturer's recom- NOTEs The gen d special conditions noted herein are an inter- the systems and cover all apparatus, equipment and appliances, mended curie time has elapse with to a taper. (b) Test all pressure lines ydrostatic pressure of 12 gal part landscape plans and must be carefully consid- both before and after being set in place to prevent obstruc- n shall be made from extruded stock, reamed g 'ered in co herewith. tions in the pipes and the breakage, misuse or disfigurment with eat all non - pressure lines �� of the apparatus, equipment, or appliance. A]1 Plastic Fittings: shall be molded fittings. pounds per square inc under existing stet' ssure to prove both water tight. C ,� is the intent of these ape ons that: (c) Contractor shall adequately protect adjacent property as Galvanized Pine It provided by law and contract document_ I Galvanized pipe (steel) shall be Schedule 40 galvanized (c) Sustain pressu lines for not less than four hours. (10) ACCESS TO AND INSPECTION TESTING AND APPROVAL OF WORK steel pipe ASTM Al20 -61T threaded, coupled and hot dip If leaks le replace joints and repeat test until (1) THE WORK of assembling and ins the sprinkler systems will galvanized w /150 pounds, galvanized malleable iron fit- entire s s proven water tight. be acheived in an effective and s ctory manner according to (a) Closing in uninspected work: contractor shall not cause tings, branded pattern, and galvanized steel couplings. the highest workmanlike standards a hed for sprinkler or allow any of his work to be covered or enclosed until Pipe size nominal inside diameter unless otherwise noted (d) Test De observed and approved by architect prior to installation and operation. it has been inspected, tested and approved by the •,caner. or indicated. b Should any of his work be enclosed or covered before such (2) THAT THE FINISHED SYSTEMS shall be complete ry respect and inspection and test, he shall uncover the work at his own Street elbows may be installed only as part of the ad- ( n completion of each phase of work, entire system shall shall be left ready for the operation to the s tion of the expense in order to afford the necessary inspection by the justable riser assembly under rotor pop -up sprinkler, a tested and adjusted to meet site requirements. owner. Therefore, the requirements of these spe ions are owner. or where shown on plans. (f) The above testing shall be completed and approved prior to a part of the sprinkler system contract_ (b) Reinspection or testing of work unapproved or work failiiiq Asbestos Cement Pine P lantin g of all lints except specimen P P initial Yestinq or inspection: work which fails initial cimen trees. SCOPE OF WORK inspection or testing shall be reinspected or retested_ All asbestos cement pipe shall be autoclave cured and Contractor will pay for any additional trips for reinspec- shall contain not more than one percent uncombined cal- (g) Heads i planting areas shall be adjusted for coverage and s (1) . THE WORK included in these specifications shall consist of the height as directed by the Landscape Architect. furnishing of all labor, tools, saterials, permits, appliances. Lion or retesting at the rate of $35.00 per hour of the �ium hydroxide. The test for uncombined calcium hydrox- owner's for his authorized representative's) time on the ide shall be in accordance with the appendix to the job, plus expenses. Amounts owed by contractor hereunder American Water Works Association Standard. (13) INSPECTION OF WORK installation and operations must approved taxes and all other costs, m a ter and u ermits at the time of contracting, necessary and appropriate for the instal- by architect as specified under general conditions. Final al in- lation of a sprinkler system as herein specified and shown on may be deducted the owner from the progress payments due spection will be made at the conclusion of the landscape main- drawing the contractor next t following the date of failure of inspec- (d) Sprinkler Heads: All sprinkler heads shall be of t tenance period. the accompanying 9 tion or testing based upon the owner's reasonable estimate model as indicated in the legend and shall be inst s of the time required for reinspect_ion or retesting. indicated on detailed drawings. (14) COVERAGE TEST When the sprinkler +system is completed, the (2) NO DEVIATION from these specifications, or from the Agreement, contractor shall perform a coverage test in the presence or from the general conditions is authorized and no such devia- (11) TENDANCE P on his (e) Gate Valves: Gate valves °U PERVISION : The contractor shall keep Val Gl 2" in size and s shall be the owner to determine if the coverage is complete and adequate. Lion shall be made, unless the written authorization, signed by the owner or his appointed representative, has been obtained in woe ray its progress, a competent superintendent and any brass, screwed, 150 lbs. W_O.G., with ha for opera- The contractor shall be responsible to correct inadequacies of advance, necess istants, all satisfactory to the owner. The super- tion.. Each gate valve shall be house x as noted coverage only where drawings and direction by owner have not intenden represent the contractor in his absence and all on plans_ been followed. directions ink shall be as binding as if given to the con- GENERAL CONDITIONS tractor. He s familiar with all contiact documents, plans. (f) Remote Control valves and Auto ontroller: shall be (15) ADJUSTING OF SYSTEM (1) EXECUTION, CORRELA'PION AND INTENT OF DOCUMENTS on a 115 and shall have a complete set of plans per model and type as Indic the drawings. Valves on the ob at all t shall be wired to control same numerical sequence as and comply with, the true intent 1 (p) Adjust valves, and alignment and coverage of all sprinkler The contractor shall abide by, P Y indicated on plans. heads. and meaning of the drawings and specifications taken as a whole SPECIAL CONDITIONS and shall not avail himself to the detriment.of the work of any (g) Direct Burial Wire 1 be 60OV. single conductor solid manifest error or omission should any exist. Contractor shall (1) IRRIGATION SYSTEM copper U.F., U. oved 14 Ga. minimum pilot wire, per (b) If it i determined that adjustments in the irrigation notify Landscape Architect if any major discrepancies occur in valve manufac s recommendations, 12 Ga. minimum for equipment will provide proper and more adequate coverage, the field. Figures, dimensions on the drawings shall pre- (a) The irrigation systems shall a all materials and their common qro urn wire. contractor shall make all necessary adjustments prior to finalizing project. cedence over measurements by scale, and detailed drawings furn- installation in accordance with and specifications - -- ished shall take precedence over over general drawings furnished. prepared by the owner, 51 SITE COND (c) All adjustments shall be made to the satisfaction of the (2) SURVEYS, PERMITS A N D REGULATIO (b) All pressure lines, nun - pressure lines, s and miscel- owner. laneous sprinkler heads shall be manufact - upplied and (a) se extreme care in evacuating and working near The owner shall furnish all surveys unless otherwise specified, installed in strict accordance with the spe ions detailed ting utilities shown on drawings. Contractor shall (16) GUARANTEE Permits and licenses necessary for the execution of the work in the herein mentioned irrigation plans and s ations. responsible for damages to utilities which are caused including, but not limited to, building permits from the city (a) The work included on these plans shall be guaranteed against all defects and malfunction of workmanship and materials for a period of one year from the date of final acceptance by the owner. Should any trouble develop with - in the time specified above, all necessary repairs and /or replacements shall be made by the contractor, in an exped- ient manner, at no additional cost to the owner. The owner retains the right to make emergency repairs without reliev- ing the contractor's guarantee obligations. his tions or neglect. (b) In the event the contractor does not respond to the owner's or county building department authorized to permit the work, (c) Substitution of materials, sizes or manufacture not in lation of all sprinkler materials, includ- request for repair work under this guarantee within a changes period of 48 hours, the owner may make such repairs as he shall be secured and paid for by the contractor. be permitted unless the owner agrees to any g • ap hall be no interference existing which may deem necessary at the full expense of the contractor., in writing. w Installation of utilities and (3) DRAWINGS AND VERIFT(•ATION OF DIMENSIONS othe et (c) Any settling of backfilled trenches which may occur during (2) CL UP the guarantee period shall be repaired by the contractor (a) All irrigation shall be in accordance with plans and (a) Keep the premises clean and free ss equipment, mat- (b) f=3 C at no additional cost to the owner, including a complete specifications erials and rubbish incidental of this section. restoration of all damaged planting, tea hall stake out all pees- g P g, paving or other im- (b) The contractor shall check and verify all dimensions (b) Upon completion of the woe contractor shall remove his (a) Prior to testa 1 cos of sprinkler heads. provements of any kind. indicated on the plot plan. The contractor shall sure supply lines, ng material, equipment and o the satisfaction of the (d) The contractor shall instruct the owner's representative acknowledge that he has verified all dimensions and shall indicate all discrepancies in plot plan, if any, owner. (b) All layouts shall be a prior to instal- and future maintenance personnel in the o Any indicated discrepancies will be checked immediately (c) Sidewalks,•drivew roads shall be free of debris at ration. systems. opera tion of all by the owner by in -field measurements and if any discre- the end of each ay. hi to (e) The contractor shall furnish the owner with the following pancy be found, the owner will authorize, in writing, all (c) All sprinkler heads shall be s g necessary additions or deletions, if any. (3) RESPONSIBILITY accomodate and consider growth o nt t materials, materials upon completion of the work: Heads shall not be located behind a rial (c) If the contractor should fail to notify the owner, he (a) Protec of this section and work of others at all times te shall, in all events, supply all items indicated Dy the in nce of work of this section. that future growth would impair the a nes hat Two manual valve keys per controller. N H head. The owner's representative shall Two operation manuals for automatic controllers and valves Q + plot plan without the right to compensation for any neces- (b) all materials from theft, all controllers from conflicts before installation. sary additions. r, until end of maintenance period. Two controller keys per controller. 0 (7) WATER SUPPLY (4) SPACING OF SPRINKLER HEADS and locations of valves and vacuum arefully note all established grades before commencing "AS- built" drawings which shall include locations of all Brains, N breakers shall be as indicated on the drawings with consideration work. Restore any established grade changes during course (a) Connect sprinkler irrigation system to outlets as Ind valves, source of electrical power for controller clock, g g prevailing cited on drawings. control wire sleeves, and below grade heads having a radius < of this work to on anal contours. of 30' -0 " ±. Locate by dimensioning from two (2) fixed ad bete twee to revailin wind conditions. g (5) CH GE The owner and contractor hereby agree that the owner 14) MATERIALS (b) Connection shall be made at approximate locations shown on points on reproducible material. ul 2 or his representative shall have the right to make minor changes ( G drawings. is responsible Materials shall include but not be limited to the drawin s. nsible for minor changes po 9 ovide plastic sealed diagramatic plan of system identify- 0 to the irrigation systems and its locations without additional following items: all pressure supply lines, non - pressure caused by actual site conditions. station numbers and area they cover. Mount inside each 0) cost to the owner. lines, various types of valves, controllers, back -flow prevention units, hose bibbs, and all types of sprinkler co oiler. = (6) EXISTING CONDITIONS Prior to submission of his bid, contra (8) ASSEMBLIES shall examine the site and satisfy himself as to the condi heads. All materials and equipment shall be new, of domes - tier with all equipment, guarantees and manuals. J Bi thereof. tic manufacture and conform to performance standards and /or (a) Routing of pressure supply lines and laterals, as indicated I data herein, and as shown in legend or drawings, installed on drawings, is diagramatic. Install lines and various in W O (7) SITE CONFERENCE Prior to commencing work on the the in strict accordance with construction details. assemblies in such a manner as to conform with plans and aspp ��������� pp��R� •• (b) Pipe Lines (refer to drawimgsl details. �Itii7�lY�Yli/l1L {iii contractor shall arrange an on site conference w' owner, trisltBi -etas ' and at this time the contractor shall lay out stem for (c) Plastic pipe and fittings: (b) Install all assemblies specified herein in accordance with LANDOCAPE AFK2*TECTURE ' FLAMM < approval. Pipe extruded 'from 100% virgin polyvinyl chloride PVC, respective detail. In absence of detail drawings or speci- 1» L w art_ 104. rt „ Mat Ks Z to (8) CODES All workmanship and materials onform to local Type I. Grade II, Class 1120 material. work, fo p pertaining to specific items required st complete CONTR r , perform such work in accordance with best standutd building and plumbing codes having ction. All pipe shall be continuously and permanently marked practice witti prior approval of owner. _ with the following information: manufacturer's name, !AN (9) PROTZCTION OF WORK AN PROPER contractor shalA be liable nominal pipe size, PVC 1120 and pressure rating in PSI. (9) LINE CLEARANCE All lines shall have a minimum of six (6) inches *F WLIL W for and shall take the follo ions, as they may be required, clearance from Lach other, and from lines of other trades. Par - �" with re t' property: Manufacturer k date tin on pipe. Dating g g P P Y= anuacturer shall mar e o extrusion g allel lines shall not be installed directly over one another. �OHICaf �(•�1� � , and to damage to he owners ert 0 to be performed in conjunction with records held by manu- CO UIV EGO O (a) Any existing buil equipment, piping, pipe covering, facturer covering quality control tests, raw material E G � �F_ electrical sys ewers, sidewalks, ground, roads, land- batch number, and other information deemed necessary by (10) TRENCHING Dig trenches straight and support pipe continuously ' sca in or a of an kind damaged (including without on bottom of ditch'. Lay pipe to an even grade. Trenching ex - TRAC 1? ping Y 9 9 the manufacturer. limitatio qe from leaks in the piping systems being cavation shall follow layout indicated on drawings and details. �,t�f).yc o All solvent shall be as recommended b the manufacturer �' CAl1ipIN1AC001�OwrATE X install aving been installed by the contractor) by the Y C OUNTY A FVCYVEO cont or his agents, employees, or subcontractors of pipe fitting and as approved. Use no solvent from cans Dsreuss Derr bowr •a �� d e course of his work, whether through negligence which have been opened overnight, anKlesep rvltrc '•wogs V P. erwise, shall be replaced or repaired by the contractor i p A� � J is own expense in a manner satisfactory to the owner, * _ NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText