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7011 i GRADING NOTES: E NCINITAS TRACT 87x145 AS - BUILT WORK TO BE DONE I FINAL APPROVAL OF 'PHIS GRADING PLAN IS SUBJECT TO FINAL APPROVAL OF THE 011-5 E G INEER'S CERTIFICATE: ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE. FINAL CURB GRADE GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN ON ELEVATIONS MAY REQUIRE CHANGES IN THESE PLANS. THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND j IN THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR Et DETAILS SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS DS -8, 2. IMPORT MATERIAL SHALL BE OBTAINED FROM ENCINITAS HIGHLANDS COMMUNITY THIS SUBDIVISION DATED Sit DS -10, DS -11. PARK SITE. m BY: �J, R.C.E. -13 -a! Pia I'�;t ;; 3. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE DIRECTOR OF N11 42 __ LEGEND PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK WITHIN STREET RIGHT -OF -WAY, ���, . ATED PACIFIC TELEPHONE 586 -3800 CUT -FILL LINE ............................. 4, ALL SLOPES OVER 3 FEET IN HEIGHT MUST BE PLANTED IN ACCORDANCE WITH THE SOILS REPORT PREPARED B7" ALLIED GEOTECHNICAL ENGINEERS /� � �� ® ® ® © � CUT BANK .............................. ............................... y CITY OF ENCINITAS SPECIFICATIONS. MARCH l7_ID M AND ALL SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. 'Q FILL BAN K .............................. ..............................� 7 5. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES I0 /99.2 BEFORE COMMENCING WORK. NOTICE OF PROPOSED WORK SHA BE GIVEN TO THE O GARDENA COURT FINTSN PAD GRADE ...................... ............................... /°�8 FOLLOWING AGENCIES: OWNER' C E R T I F I C A T S L /� FINISH ELEVATION ... ............................... SAN DIEGO GAS &ELECTRIC 438 -6000 C11 CATV 743 -1907 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. /O i Z / SEWER 694 -3273 O O O O O r7 SUBDIVISION BOUNDARY .................. ............................... - - WATER 753 -1145 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED a: CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS FUTURE CURB OR BERM ................... ............................... — 6. A SOILS REPORT WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE PERMIT. FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. / 2 3 4 S 6 7 UNLINED DITCH ......................... ..................... .......... 7, APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC WORKS DOES NOT I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS LOT NUMBER ............................ ............................... AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE LAC A ROAD — OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS D IRRESPECTIVE SU CH AND INDEPENDENT OFERANYOROTHERORWIRK L' i F STORM DRAIN SYSTEM (SEE IMPROV. PLANS) ........................ — -- BEEN ISSUED. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. c DAYLIGHT LINE ............................. ........,:,..... -� 1 �- 4 8. THE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE PLANS DOES NOT CONSTITUTE CITY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATION FOR G. & S. Development 5c/n Dieyuifo YVofer D!s>`ric>` reeorrJs Z RETAINING WALL .........................1 (BY SERA RATE PERM 1T) ..................... STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS. NO WAIVER incJ�ca>`e>`hofu ! /reinfarr�rEdwood 111 OF THE GRADING ORDINANCE REQUIREMENTS CONCERNING MINIMUM, COVER OVER p EXISTING CONTOURS........... EXPANSIVE SOIL IS MADE OR IMPLIED. OWNERS NAME. BY: /� v 1 DATE:-13 ->a wo f fer""17/0 aon� - r' eCnl$ /fh /3 KEY MAP ,� LINED DITCH ........................... ............................... TLE � property iii the 4f7/Jroximgfe ocofia -� SCALE I =100 9. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDII4G THE WARMING UP, _1176W4, Confraffor REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING ADDRESS: 3648 Main Street f0 confirm the er/ f4x� of ffae rn4�n anG EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED GRADING Chula Vista, Ca 92011 remove andre�cmpgd o5 i egvrzs� Erb EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 619-476-0707 P.M. EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS. 10. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE V4�ie5- GO %n. PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY /p' Ya s 8 20 /O' LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, 2 / 5 S PERMITTEE & OWNER: FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE � ' / Mit7 PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, r �� E L7Qyj� EVERGREEN PROPERTIES CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT ,— _ 4401 MANCHESTER AVENUE, SUITE 206 FROM THE GRADING DESCRIBED ON THIS PLAN. THE CITY WILL HOLD THE - I ENCINITAS, CALIFORNIA 92024 PERMITTEE RESPONSIBLE FOR CORRECTION OF NON- DEDICATED IMPROVEMENTS \ N TELE: (619) 944 -4090 WHICH DAMAGE ADJACENT PROPERTY. f . V - T — Eris/ Cu� 6ESide,+afc n o� 2 L , Ear uE 3 `Lirr, f of UradcrcUf ^ A 11. S1OPE RATIOS: - CUT 2:1 (1 1/2:1 ON TEMPORARY SIDE SLOPES) i y S LEGAL DESCRIPTION FILL 2:1 SLOPES GARDENA ROAD ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF DEVIATING FROM THE ABOVE WILL REQUIR" APPROVAL OF THE DIRECTOR OF I SECTION 15, TOWNSHIP 13 SOU'T'H, RANGE 4 WEST, SAN BERNARDINO BASE AND PUBLIC WORKS AFTER REVIEW OF A REPORT FROM A SOILS ENGINEER. ro' SO' Z O r FE O v MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO c OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: EXCAVATION 6200 C. Y. FILL: 10,700 C.Y. 21 �. WASTE /IMPORT: 4 500 C.Y. A SEPARATE PERMIT MIST BE OBTAINED FOR BEGINNING AT THE SOUTII`WEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST F_trs� Rwi lL�d QUARTER OF SAID SECTION 15; THENCE EAST ALONG THE SOUTH LINE THEREOF 183.13 .o Meet/ Exrs "3 nishc�' ANY WASTE OR IMPORT SITE. ¢ Pcmo vEr� , .p ?A � FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EAST ALONG SAID SOUTH �1 . LINE 497.87 FEET; THENCE NORTH 319.8 FEET: THENCE WEST ON A LINE PARALLEL THE EARTHWORK FIGURES ABOVE ARE STRAIGHT FIGURES AND SHOULD NOT BE N WITH THE SOUTH LINE 497.87 FEET TO THE NORTHWEST CORNER OF THE LAND USED FOR FINAL PAY QUANTITIES. NO SHRINKAGE OR SWELL FACTORS WERE �� DESCRIBED IN DEED TO CHARLES F. WHITE, JR. ET UX, RECORDED FEBRUARY 20, 1961 INCLUDED. im VICI MAP AS DOCUMENT NO. 30450 OF OFFICIAL RECORDS; THENCE SOL'TI1 319.8 FEET TO THE Li�of Uno�icu,< � 12 IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE OF THIS NO KALE TRUE POINT OF BEGINNING. ' GRADING DURING GRADING OPERATIONS, SUCH OPERATIONS WILL CEASE MELBA--ROAD IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHOKi'i'Y FROM THE DIRECTOR OF PUBLIC SITE ADDRESS WORKS TO DO SO. ,1 13. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR GRADING OPERATIONS OR a 1 / Y NORTH SIDE OF MELBA ROAD BETWEEN REGAL ROAD & GARDENA ROAD. GRADING WORK DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE. /6' 14. NO BLASTING SHALL BE DONE UNTIL PERMISSION IS OBTAINED FROM THE ! GOVERNING PUBLIC AGENCY. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY THE 1 SHOWN ENGINEER OF WORK PRIOR TO PERFORMING ANY ROCK REMOVAL OPERATION'S. ����� ?d�` ROUGN GRADE OF2 /SLOPE DECLARATION OF RESPONSIBLE CHARGE �- - _ �— — �_— — �— 11 /��PER r H /S COIV TRACT 15. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR ENFORCING SAFETY MEASURES — ASONiPY /PETA /it/ //UG Wi4LL OF REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN I HEREBY DECLARE THAT I A.M ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE THE ENGINEER OF WORK FOP. THIS PROJECT, THAT I L %m� °>` ffid��>< j TYF� III, PER DWG 3 C . HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH / IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TO THE BEST STANDARDS, LAWS AND REGULATIONS. L09 PAD / B.YU. EL 5HDIS/N OF MY PROFESSIONAL INFORMATION, KNOWLEDGE OR BELIEF, THE DESIGN IS 16. PRECISE LOCATION AND ELEVATIONS ARE NOT KNOWN FOR SOME OF THE EXISTING GARDENA COURT SHOWN CONSISTENT WITH CURRENT STANDARDS. O UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE SUFFICIENT EXPLORATIONS (J TO LOCATE UTILITIES BEFORE COMMENCING CONSTRUCTION AND SHALL NOTIFY THE ' pMsl I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY VI ENGINEER OF WORK OF ANY POTENTIAL CONFLICTS SUFFICIENTLY IN TIME FOR *UNDERCUT DEPENDENT UPON FINAL SOILS ANALYSIS p �q/ THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, CONSTRUCTION CHANGES TO BE MADE AND APPROVED. CONTRACTOR SHALL BE ' r SOLELY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. ;,� i y y� AS ENGINEER OF WORK, OF MT RESPONSIBILITIES FOR PROJECT DESIGN. PLANS AS —BUILT u1 Oc � � � ' ' 17. FINISHED GRADING SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER AND TYPICAL RETAINING WALL LOCATION A -A �'a 21693 , c 33089 ! /( III /71 i /I�/lJ� INSPECTED BY THE CITY ENGINEER FOR DRAINAGE CLEARANCE. APPROVAL OF THE LL ROUGH GRADING DOES NOT CERTIFY FINISHED GRADING BECAUSE OF POTENTIAL no scale / , L ��Q NORMAN C. ARNDT, R.C.E. 21693 TYPICAL / f1 t v� MANITOU ENGINEERING COMPANY ,X� A,rr�� /DeL4�Sf SURFACE DRAINAGE PROBLEMS THAT MAY BE CREATED BY LANDSCAPING 350 WT,T 9Th AVENUE NORMAN C. ARNDT DATE ACCOMPLISHED AFTER ROUGH GRADING CERTIFICATION. NOTE FOR TYPICAL WALL SUBDRA/N DETAIL REFER TO APPENDIX 3 ESCONDIDO, CALIFORNIA 92025 STREET S -OF PRELIMINARY SOIL INVESTIGATION REPORT DATED 311711988 (619) 741 - 9921 PRIVATE CONTRACT w 18. FOR EROSION CONTROL NOTES SEE SHEET OF THESE PLANS. _ UPPER PAD f UPPER PAD PERMITS MEET CIT`( OF ENCINITAS 19. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO I �� -�' t!O AND MADE A PART OF THIS PLAN. ALL EARTHWORK OPERATIONS SHALL BE , „sv DEPARTMENT OF PUBLIC WORKS SHEETS 0 Ua CONDUCTED UNDER THE INSPECTION' OF A QUALIFIED SOILS ENGINEER OR HIS / � REZONE PERMIT NO "-' � REPRESENTATIVE, REGISTERED IN THE STATE OF CALIFORNIA TO PERFORM TAI ELEV. SHOWN p . MASONRY RETAINING TW ELEV SHOWN _ GRADING PLANS FOR: GRAD: NG INSPECTION WORK. / WALL PER DW6. -C -3 ; _ SPECIAL USE PER NO. 8 -7-145 G I ��I TAS TR „ Cr •Q C, 20. SLOPES LESS THAN 2 FEET IN HEIGHT ARE NOT SHO`;N• CD2:1 SLOPE PER MASONRY RETAINING AJALL PEP OW . C -4 j WALL /2 TENTATIVE MAP NO. 6 -.14 /� �, ff /� 6 TH /S CONTRACT 2� a , 21. ALL GRADING OPERATIONS SHALL BE IN CONFORMANCE WITH THE SOILS REPOF, BY LOWER PAD \ CITY APPRON/EO CHANGES BENCH MARK i.• ALLIED GEOTECHNIC.4L ENGINEERS, INC. DATED AND SHALL BE / \ B.W ELEV 9NOWN ) CALIFORNIA COORDINATE INDEX '316' I6$a ME `f / c I No. DetriPliM APPro er Dan I . _ DONE UNDER FULL TIME SUPERVISION OF A REGISTERED SOILS ENGINEER. UPON / B.W. ELEV SHOWN red DESCRIPTION /� on _fo�_o f N1idd /e of _ bk,* AUGUST eM�... r e.► _ �'- COMPLETION OF ALL GRADING, SAID F ADD WALL C 0 .VEER SHALL CERTIFY THAT ALL l l IPYI><y oir.FCToR OF PUBLIC WORKS OPERATIONS TOOK PLACE IN HiS PRESSNCF, AND THAT ALL GRADING SATISFIES 6 MIN. LO R PAD + _ LOCATION: 5wrne -nnr /nfel f bn o �12ia Dr 2Q 4P }/ L MODIFY WALL B Qft1� 102�� f s v( rrocwu c.A¢rvorR c.e 21693 C> ALL HIS REQUIREMENTS. 3Q A9 -BUILT toa+r Markj m>n Av,- 0_ . r,++ LA J 22. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY �0 RECORD FROM Son D i' Teo 1 n�., �ncf> ���! Gty) GrdoM a ` Z 7' STAANDARD DRAWINGS DS -8, DS -10, DS -11, AND D -75. TYPICAL RETAI NG WALL B -B Ja l�, �q ,, „ L 1464 co c> no scale h TYPICAL RETAINING WALL C -C J ELEVATION: 215, :oGC� DATUM: 1VAV.0, Date W a_ N Ts. _ . FILE N0.:. z- N 0 V Consfi - uc� TypC ;4 Brow Ditch pzr Q50 -75 � N ti — — — — M � r e e n Hg u s e s �pti� Dp �� \� 0h Ede o { kris/ nf3 o✓� I — — — — �e o� Ex.si. Gr _ T o 20 , 2 Zo) 2, ` �i14 R 21 7• .8 2 � �� 221.3 H - 3 <� �� B _ - f `� J \; 2 7.28 © ®A a 2d /• � / Z 3 © 1 F11 l N p 4� 2/ 2z N 24 22 2. 1 � F• I �� �� o � 33. 5 F• 226 s+ f.G•2�8� 213 b P' F. s• a G 2.7s' ` 20' / �� p� I 1 0 e \ti \ 2 1 ti J } � y' 20 i •� � \ � (�F 1'1, � `V' � � � h ��� 0 � � ��� � � �. � �' 4, ` N b CI h , y� Curb L%ne � 40 V4. M IL G N A 4 y�\ /0 IN �` I 4 r� ko Pi !W 75' 25 75 ' N N orb C lb /5 lb �. U3 ' �'ti 4 �ti !l 5 �ti 2228 1 titi D 09 f ® �. M \•, o qb (A��' 20' �/ // V 6. � � /9 �o d 9, � `� 204. � � °�, 8 •� � � of r OYP) 195.3 /97.5 � � I • a � , o � I _ o �i N �,• 0 C /89 C O ti w S 37' / 5 /o' 3 5 S �p C ( rre) P1 45 �+ I II (� .c / � O 2 � ®� •F, C� a s' .2 � � ' >:Fgl�s' � is' -� � o • I Sph /4. g r} F F s F O® m �7 I /✓ �. -- . \ O v N - (y N 'j iin \ C - 8 0x 88.9 lP V.9 - g Line 3 - _ L.o•5� L7 29.34 Llc 1 ® 7 0' Y.c. J o . E ,J, ' ,I A RD• I AV 14to �. • g 4s h p p b — o �� N I \ W Q S ph k�h�m x�Dp��� 50` °j� �,2� Go � ....," Z PRIVATE CONTRACT 2 w PERMITS N cM Y OF ENCiNITAS Co n c C on c �� z DEPARTMENT OF PUSt IC WO11K: =1 EET= o { LQ Q r J ` REZONE PERMIT NO. 87 - 115 GRADING PLANS FOR: ~ _, J ` O l SPECIAL USE PERMIT NO. 97-145 E' NCIM TAS TQAcr z CJ TENTATIVE MAP NO. 87- /¢3 r �'4� i �C CITY APP0 CHANGES BENCHMARK o Q(L�fE$$IQN q � CALIFORNIA COORDINATE INDEX 318 - IGg3 M �Q F NE. M1NiNIM Approved �Y Dew DESCRIPTION: to/ �» x.71-.0 On o G� %dd /e o-F Awew*d:MOQT Au&u'ST EnE n•.r }t w•rk. w � I I I ADD WALL C C 10 ,E '� ' DIRECTOR OF PUBLIC WORKS � /fir �! // 1 PLANS AS ® REVISE WALL IE -L tR * Exp.94089 * �" LOCATION: 6W a^n r /n� .- �cfibn �f m �i^� C.AWWf .C.E. No. 21693 21 Q r n MN ar.r ., FOk A STORM /1 �/N DETAIZ5 CIVI , �! © AS - BUILT �� l0•t�j'� �V1ni ROM: S Ave. 1� SEE /MPROI�EMfNT PLf�c'i RECORD FROM: - 5 -� - =� r'�_..r'_. .�3_.nc% P�d� �iV. grad ' 4 ' dollar dollar - - -L — f Of CAFE ELEVATION: 2 /5.6nQd DATUM: A4.4 -V.A4.4-V.0, tS y . Nrr•it N•. NORMAN C. ARNDT DAT W FILE N0. i h I � v � �I Consfrucf Types 8rory Oifrh fir Q50 75 — — – f N ,ti \ n o "�Ee Hg.U 5e5 � p ► � o`� ,�� ��, h E� o� F , ! �,�y� Ai nby �s • o� E.,��. Gr r. 20 2 20� 2 2• H - 3 zi X 2/7.8 v���' R `.R 221.3 �1t OAS _ F A � b I O ,I p I ' %•�7G \ ®A 201•8 ®A r ®A / io � (4 O V) 4` 2 to' �n Q� D .. _ F• s3. �� h p Ft A ^ I --Cj J , / � y• r c \ \ � '�9 � � � � d''� "� ti � ,�� � fti�ti� i ti���• ��'� F - IL O� I G N �--- o I oo wk os 90 h s s �o l p tr j � ?p� �\ F, ?24.6 sz7s' v ' S I to v, � f " ConC � 0 O PW / I, 204.7 9 �. V ! o / J ' Q/ �° O — ►. /�5.3 �` /97,:. v �� 202.8 :: �� 2os•L3 EN g�' ° I �°j U � , 9 189. © ® FF4o �/w �a• �� V I w O O O 7 2 , sph a 7 5" • 4 s s ti f 2 `� F.F 5 r b I O� "' �I r l D tx 2► , �12 a o h - o ti I "� b..n 2.'! ( \ E [.> 0x' o T 3 o a � w e. �o � i 188.9 N N I Line . _ amide o/� ,�11 • r-- h I - . •� O I IRRIGATION LEGEND �_ V MANUFACTURER QE;�BIeIIl�H BeQ S:2�d 2 4 I 3 4 a 7 o Y,C. 506 4s P h EJ d 3 1� RD .. W 1 v �. o o- o �b t AR I G O RAINBIRD 1806 -815 SST SHRUB SPRAY HEA 25 6x26 1. 1 �. O d Ip \ 0 4 A D I< a p O RAINSIRD 1806 -15 EST SHRUB SPRAY HEAD 25 4'X14 .56 h � �k A(/• �' l -�}• RANBIRO 1806 -15H SHRUB SPRAY HEAD 25 14' 1.65 RAINBIRD 1806 -tOH LA SHRUB SPRAY HEAD 25 9' .72 '—' 1 I PRIVATE CONTRACT W .V RA INBIRD 1806- 100-LA SHRUB SPRAY HEAD 25 D n C 9 3s I I PERMITS N CHAMPION MODEL 200 -100 MANUAL VALVE (SIZE -1 • TYPICALLY) C' o n C I I ���fff "' C I 3 D PTY OF PARTMENT OF OF C I N I PUBLIC WO � ` � 3 WO RKS SHEETS 0 j ® CHAMPION MODEL 466.100 ANTI- SIPHON VALVE (SIZE -1 . EROSION CONT L TYPICALLY) �J 4 r REZONE PERMIT NO. B7 //S NIBCO/SCOTT T -29 (LINED SIZED) GATE VALVE ( V 1 `� IRRIGATION N SPECIAL USE PERMIT NO FOR: . 87 -/45 E NCj v1 rA s reA 0 CHAMPION MODEL 262 -100 ATMOSPHERIC VACCUM BREAKER (LOCATE 12 . ABOVE J O GD HIGHEST HEAD ON SYSTEM) SIZE -1' TYPICALLY oE65SPOpAI up Q TENTATIVE MAP NO. 187-/ +� APPROVED BY Glll.�p le•DeLor�{so 8' ~/ 3 1f — 1'-- FLO, INC. CV SERIES (LINED SIZED) PVC CHECK VALVE � �g W �( d1EC1EDBy ASLA t ' Arotl.t{{, 1{e. CITY CHATS IMl fVCH MARK ~ CALIiORNIA COORDINATE INDEX 318 16$3 _ © WILKINS/600YS PRESSURE REGULATOR (LOCATE PRESSURE REGULATOR �� � y, W Lwt rlw.iq• Ne. oe�e�twn Mn«.v {r Date / 5evort on inn of A/li�(dle a A MQ¢T u6uSr a �;,....� ..... p T DESCRIP se / q (1 ���///��, �' LwircrrrAKAirsRVe r DIRHCTpR OF PUMtN: wO11K{ WITH CIM VALVE N VALVE BOX). (" I SIZE - t 3 TYP. ri 14 ON NDTNOUAL LOTS TYP lip 9.30-89 . * No. 21693 A I O N 3733 ti.M ArwM • 7� Tt D \ ��. ;t ,� �} /�/G : wF1eY s.. D+y., CA YZroJ PRESSURE MAINLINECL -3 L OCATOR: Mo ��on .4. �.� /r,�ar�c..�fia.�, � WATER METER BY OWNE • 1 5 PVC BURY 1 6' �l , CIVIL A({ 6 (C•�i W 9 'EOF CAV \E �l,� 16 FOR AU STt�RM Gl?A //V DET•4 /LS (6/9) 7fJ -J11J RECORD FROM: L7i��v Btn_� / r CYW `� N. Lao ' a 6 `' i NON- PRESSURE CL -200 PVC BURY 12• SIZE.9/4' (UNLESS NOTED OTHERWISE) f pp %,ow. SEE /MAe01/EMf�i/T PLA/�S $b -10p�1 EL E VATION 2 /- 4,10 DATUM: A✓ /.P/O •- =: == SCH. 46PVC SLEEVES (TWICE DI MIETER OF WORKING LINE) BURY 24' UNDER PAVINf3 all FILE N0. I -- I , " 1 t ° t C�sfruef Type- , � „ Brow plkb pmr �e5d9 -76 ry IV 0 — — — — . S E s n l .\�® Ed: a o� r ,: ! •,fro✓ -;� - I — — — — r T 20 .2 20, . 9 2 2 . �'' zi14 21 7. 8 ;, �. ' = �� 2 ► H - 3 \ Y, \ 7 • / /�Q r( 114 B i, %, r I h �/� pr,d1 4 , �l /4 ( I `� 1f_VI 7 ®Y.A + 1 ®� O 1J io � 2 22 23 2 II ©2 - h O . V 21 v 1 F� 2� s 2.� 1O. / NJ zo z \ It . ` y Curb Line 0� °�� I I V 0 E �. ry �� o \� F'�� d � 0 0 '�' we V A jj �I H �ti 9 \ uo � y h •' ��� ,90 t h ��4� � h' ?oyV.3. 224. � E ` Q .S, I �Q' n .d'5 5' f C on c fill ' k� © �4• ti � a A � �9 f� .3 w O � � ?o L �� � I �, T i3' �Ifi� fo Q II 202,8 189. © /o' _ O S / 5 /O 9 O 7 49; Q f 2 FF / s \ A® M 4 \ I o E Box I 188.9 — - -- - - ` Line -. • .Si e� /k X - .. � � — i � tol 8 F s O 33 C3 _ Sp 2 E� RD ., . s Qo v ��, • �Aro Da • 4 h �o � �� _ t �,�3� R NA „J FORTNIGHT LILY S GAL 59 O DIETES VEGETA 2 204 I I PRIVATE CONTRACT I PERMITS CIT I � ESCALLONIARUBRA'C.F.BALL' DWARF ES ALLONIA SGAL � � CITY OF ENCINITAS C onic I On C I I I DEPARTMENT OF PUBLIC WORKS = TS V . 114 E) RAPHIOLEPIS'BALLERINA' WDIAHAWTHORN 5GAL I, I Q J 1 J O 31 O PHO PHOTINIA 5G14L. () Q r REZONE PERMIT N0. B7 - //5 � r I EROSION CONTROL PLANTING FOR: J 0 G17 SPECIAL USE PERMIT NO. .87-145 emcwl m s rAv cT Q N mollAL (1 TENTATIVE MAP NO. B7- /�3 6) E,5 N� Q ASLA s A APPROVED BY Gllbeple•DeLor+s :o - I� D VER E .� ROUN CO p � 7 /•�3 /� Q j Q ��S W. G /�� P.e� CHECIO;DBy „ae1.Ie., Inc CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDI INDEX 318 -�4e95 i AS REO'D. DELOSPERMA ALGA DISNEYLAND ICEPLANT FLATS 12' O.C. E a �+ 1 1� �4 �e 1"d pint• Ne. MsAlien Approved by Data a�, w « Udreape Architecture DEKRIFTION: �ysQ/ uoie on �� QP Mild /d e•F INA���� WORK• E" •••k 1`' 1 �v No. 21693 7 O n SCALE N 1 I. 373) Siuh Avsnrr H I VINES ; 1.0.9.30.89 * „ 1 ='�O'O LOCATION: Sl✓ �n /m� �•� fion IMF' SQn7la r,- l.�F By °wwc.awcr .c.c. zIG9s Oc 6 h t} NOTE / �� J � , DIigYNBY San Disto. CA 92103 ; UI _ _ . �y = uf CIVI ,p °. 13 `� FOR &L S7VRM LWAI NDEMILS ( -sus RECORD FROM:�o/f ,Qij2X 1'd.+><r, /+P� f , /2 n/[ el 3 • DISTICTiS BUCCINATORIA RED TRUMPET VINE 5 GAL F OF CAVE �lE OF CALIf SEE /MPROIVEMf�VT PUA6 '� Q` ELEVATION: 2/564d � DATUM: N./L1!O. r �T.�l . lq , l C t�h . N .. ' W'��'� . 1 W 1 FILE N0. t I� - �v I PVC I 3CH.80 STREET ELL bEMERAL NOTIEB PLANTING NOTES 1 • 1. A. THE A LL 0 6 BUT* LAWS. RULES AND REGULATCNS GOVERNING OR P'L.A N S T IS DI PRECEDENCE All PLANT LOCATIONS ARE APPROXIMATE RELATRMI7 ANV PCIR TIDE OF THHO WORK ARE HEREBY INCORPORATED INTO AND MADE A PLANT SYMBOLS TAKE PRECEOENC[ OVER PLANT QUANTITIES SPECIFIED. MT OF THESE SPECIFICATIONS AND THE 1R MROVOION3 SHALL BE CARRIED OUT BY THE � ATMOSPHERIC VACUUM IMPERIAL CONTROL VALVE P BREAKER WITH UNION B. OINMnES SIDVMH ON THE PLANTN ; E PLAN A APPROXIMATE AND ARE FOR THE CONTRACTOR PVC 6CH 60 (EREY) OON11IIEN111tI0E OF THE CONTRACTOR ONLY. 4. THE OON VMM SMALL VERIFY IM LOCATIONS OF ALL EXISTING UTILITIES, 37RUCTUES, C. OONTRACTON SMALL NOTIFY THE LANDSCAPE ARCHHI7ECTOF DOCfEPANCIES BETWEEN AM MW'M MPM �BWOW. THE LOCATIONS OF UTILITIES, STRUCTURES GTRBET ELLL AND SERVICES ONO" IN THESE PLANS AFIE APPROXIMATE ONLY. ANY DISCEPANCIES QUANTITIES AND SYMBOLS SHOWN. BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PVC S C H 8 0 NIPPLES 2. LANDSCAPE CONTRACTOR SHALL APPLY'ROUNO -UP' HE OWNER OR LANDSCAPE ARCHITECT, MANUFAC7101M SPECIFICATIONS 7SN (g OAVII ROM /0 MtrMMH16IMEil TFIE CONTRACTOR SHALL PROTECT ALL EXISTING UTLfT1ES AND FEATURES TO REMAIN ON, FINISH GRAD LSEE NOTE �R FIN. GRAM PLANTINGpNSY ATIONWORIC ELOW _ AND ADJACENT M THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL B _ - _ 9 LANDSCAPE CONTRACTOR SHALL SUBMIT A SOL ANALYSIS REPORT INRDM AN AUTHORIZED REPAIR, AT NO OWN EXPENSE, ALL DAMAGE' RESULTING FROM HIS OPERATIONS OR PVC SCKSCH. 60 RISERS TESTING AGENCY TO THE ' LANDSCAPE ARG EETECT BEFORE BEGNNNG WORK NEGLIGENCE I� j I p I I j III 4. PRIOR TO RMIANTNG• IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING 3. THE OiiB BEGINNING OBTAIN PERTINENT ENGINEERING ANDOR ARCHITECTURAL II II- �III� - II '°IUII II�IpI III�1 III� a AR EM SHALL BETHOROUGHLY SOAKED. I' I S. ALL AREAS TO BE PLANTED. WHICH HAVE A SLOPE OF LESS THAN 10%. %%ALL BE CROSS- 4. ?HIE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE RIPPED TO A DEPTH Of SD( (67 INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY WORT( INDICATED HEREIN BEFORE BEGINNING WORK. ►VC LATERAL IIII� � ' ll'Ii t 11 V III pI I' �'Ih _ - H CL 316 TO AVB. AND THOROUGHLY BLFICE 5 CONTRA D N PER 1.000 SC UARE FEET (QUANTITIES SUBJECT TO CHANGE u E1 I N I U � 111 = 11 � j �1 S PER SORE ANALYSIS): . EXPENSE WITH THE OWNERS AUTHORIZED REPRESENTA ERS AND EDITED I' I I UI A I I I 4 A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS ll B. 100 POUNDS AGRICULTURAL GYPSUM F lu ANGLE VALVE (MANUAL CONTROL VALVE) C. 1SPa1NDSSOLSULFUR IRRIGATION NOTES do D. 25 POUNDS 16.6.6 SLOW RELEASE FERTI.IZER 6. EACH PLANT SHALL RECEIVE •AGRFORW (Of EQUAL) PLANT TABLETS AS FOLLOWS: 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN FLOW I GAL. CONTAINER 101 GRAM P LANTING AREAS ONLY. IAVLES3NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND 31..1 GRAM AND DETAILS FOR EQUIPMENT AND INSTALLATION. P V C L A T E R A L 1 SGA - CON TAINER S/.! 1 GRAM PVC LATERAL PER 3 N. BOXED TEE SIZE U..:1 GRAM 2. E C . ONT R AC T R S KEE NODE! TAIL E WLEA A FREE THIS SECT EXCESS EQUIPMENT, 7. PLANT BACKFLL SHALL BE W% SITE SOL. AM 50% IN FORTIFIED REDWOOD 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. P 4. 2'0 0 M 1 [!tom CL 31 s MIN SHAVINGS BY VOLUME B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. PVC ELL O R 6 PLANT PETS SHALL BE TWICE THE SIZE OF THE )ESrNATED NURSERY CONTAINER 4. A. ALL WERE SHALL BE ANG -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS 9 / L�ftr PLANT MAT ERIAL SH AL L NO T BE ROO B OUND. FIVE GALL PLAN A ND LARGER SHALL SHALL BE MADE WITH PEN -TRE CONNECTORS OR EQUAL EACH VALVE ON A y YEARS PLANTS SWILL EXHI CONT HEAL YTH A MINIMU C BE F GEE OF DISEASES AND PE8TS. CONTROLL L HAVE A S EPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WERE (COLED) AT THE END OF EACH WERE RUN. ATIKOSPHdRIC VACUUM BR E.A1f ER. SH/i L B. CONTROL W SHALL BE BUNDLED AND PLACED BENEATH MAINLINE *OT T BE LESS.THAN (I'1 -') IN. ABOVE 10. A. STAKE ALL PER WIFE . B REMOVE NUEERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES S, BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION HIGHEST OUTLET ON IT. F 8 8.Y 8TE LEI .. I WITH NONMETALLIC TES. PLAN- INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS OT., SLANT PIT8 8HALL BE C W N 6 A i}H ON EA10 =S AND TES FROLH ALL CONTAINER STOCK MAINTAIN SIDE MANUFACTURER SPECIFICATIONS. LL 6 E CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT ALL _._._ TWO (2) TIMES THE SIZE WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. • 11. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (M INCHES OF SPRINKLER HEADS. 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (14 INCHES DEEP, AND ALL LATERALS ATMOSPHERIC VACUUM BREAKER o f T HE R OO T a ALL IN ALL TWELVE (12) INCHES DEEP. TENCH BACKFLL SHALL BE FREE OF ANY MATERIAL THAT MAY 12 SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER PLANTED WITH GaROUNDCOVER SHOWN DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, •' • ` • ' ' DIMENSIONS BY ADJACENT SYMBOL. To WITHIN Ir OF MAN PLANT STEM. CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. FI M 13. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 1% DRAINAGE AWAY FROM ALL 8. BUILDINGS. FINISHED GRADES SHALL BE SM001 rHED TO ELIMINATE PUDDLING OR STANDING SHRUB A TREE SLOPE PLANTING DETAIL. WAS 14. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS. SILLS. AND 8. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE AE WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS - FINISHED DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. _ FINISHED GRADE GRADE BEFORE LAYING SOD SHALL BE 1.11' BELOW THE TOP. 1S. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL 10. UNUSED LATERAL TRASH, AND TOOLS. IL LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) POP- UPHHEAD 11. I I DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED-FREE PRORR TO BAC1a LLIHG IRRIGATION TRENCHES: - T J I A. AL MAINLINES IN THE SYSTEM SHALL E CAPPED AND PRESSURE TESTED AT 146 PAL a I T t I 17. AT QOA/L! 1 1 OF ALL WORK OUTLINED N THESE PLAINS, THE LANDSCAPE CONTRACTOR FM APdBOOOF FOUR HIOUR& ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING SWILL COffACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL TO LEAKING PIPE CUR FITTINGS AND NSTALJNG NEW MATERIAL IN ITS PLACE. I i CA ' ASPECTS OF WORK ARE COMPLETED. WORK MUbT BE FULLY COMPLETED ACCORDING TO 37 ALL PLANS AND SPECIFICATIONS AND MUST BE G)MPLETED N A GOOD WORKMANSHIP E. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR RI MANNER AND MUST BE ACCEPTED BY THE OWNER I IN WRITING PRIOR TO THE BEGINNING OF O THE MAINTENANCE PERIOD. C. T E CONTRACTOR HALL N A LLOW N AND kUS VIED BY A OF IS WORK TO BE COM SCH_ 82 MOEM J THE MYNRENMNCE PERIOD SWILL INCLUDE THE F OLLOWING SCOPE OF WORK: AUTHORIZED REPRESENTATIVE. PVC SCH. 40 ST. L A. DAILY WATERING OF ALL PUNT MATERIAL 12. IRRIGATION CONTRACTOR SHALL A)JUSTALL HEADS TO PROVIDE AN EVEN COVERAGE AND B. WEEDING AND REIMDVAL OF ALL WEEDS FROM GROUND COVER AREAS. TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. REPLACEMENT OF ANY DEAD. DYING, OR DAMAGED TEES, SHRUBS, OR GROUND MARLEX ST. ELL C. Cpyl8R8 13. WHEN THE WP ME M SYSTEM 13 COMPLETED, THE CONTRACTOR, N THE PESEHCE OF THE D. FL11q AID REPLANTING OF ANY LOW AREA£ WHICH MAY CAUSE STANDING WATER SULDFJYOIIIIIHI'B AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF E. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. WATER AFFORDED THE LAWN AND PLANTING ARE13 TO ENSUE IT S COMPLETE AND F. FILLING AND IECO FACTION OF ERODED AREAS. AOEOUATE. THE CONTRACTOR SHALL FURNISH All MATERIALS AND PERFORM ALL WORK G. MEEKLY REMOVAL OF ALL TRASH. LITTER CUPPINGS, AND ALL FOREIGN DEBRIS. REQUIRED 70 CORRECT ANY INADEQUACIES OF C OVERAGE AT HIS OWN COST. PVC TEE OR ELI. H. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS • AT THE RATE OF S L•BE. PER 1,000 SQUARE FEE T. 14. THE OOfARA010R SHALL FIJ RNISH TO T 011111i i A COMPLETE %1S BUILT DRAWING ON P I. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD. SEPIA AND "10 PRINTS SHOWNG EXACT LOCATE)" OF ALL ITEMS INSTALLED. THESE ARE V C_ LATERAL PEE BEST FERTILIZER COMPANY 16.6.6 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. TO BE DEL"RED ON OR BEFORE FINAL NSPEamm. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 15. A REDUCED IRRIGATION PLAN INDICATING ALL 3YL TEMS AND THEIR APPROPIIUITE 16• PRIOR TO @D OF MAINTENANCE PERIOD. LANDSCAPE CONTRACTOR SHALL CONTACT OWNER SEQUENCED VALVE SHALL BE WAD( T FOR A FINAL LAMINATED IN MYLA 1 AND MOUNTED ON THE INSIDE COVER OF ID AIWA E L. HHFOUGK OWNER MUST ACCEPT ALL MAINTAINED AREAS THE RIIIIOATD7N OONTROLLERS POP­!!! . UP: S: P R I N K L ER HEAD IN MIRITINEG PRIORI TO END OF MAINTENANCE rENIC °• 16. IRRIGATION 0ONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS 19. A. ALL GROUND COVERS SHALL BE OUARAIMEO BY THE CONTRACTOR AS TO GROWTH AND AND SHALL WATER ON A DAILY BASIS. WEALTH FOR A PERIOD OF SIXTY (ICE DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINA AC CEPTANCE ALL TA S HALL BE GUARANTEE BY THE 17. IRRIG CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF ONE e� 3�)VIIAIR iER COMPLETION CE THE SPECIFIED MAAWWXA1 CE PERIOD AND AO�ANDI By TE� ~D �� PC it A PERIOD OF ONE (1) YEAR FROM FINAL FINAL ACCEPTANCE. 18: •A KPAPATE PLUMIIM PERMIT AND INSPECTION VILPL BE REQUIRED FROM THE BUILDING B. THE CONIRACTOIL WITHIN FFTEEN (15) DAYS Cf WRITTEN NOTIFICATION BY THE INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON 8' PLASTIC VALUE BOX ARCHITECT MULL REMOVE AND REM RAWRq REMAKE ALL GUARANTEED PLANT MATERIALS, WHICH THIS D FOR ARAM i BON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE REPLACEMENT` 84ML BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE OLIN ' PLANE, AND ALL SUCH REPLACEMENT MATERLA S SHALL BE GUARANTEED • FINISHED GRADE AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE GATE VALVE p III il, PVC MALE ADA. m w _ _ PVC ELL (44 < _ PVC NIPPLE PRIVATE CONTRACT $ �B,• 6 ° o PER ITS H r CITY OP ENGImITAS °0$0 S DEPARTMENT OF PUBLIC WORKS THE =ITS J ��• C U.F r. PEA GRAVEL REZONE PERMIT No. I LANDSCAPE NOTES AND DETAILS FOR: 0 SPECIAL USE PERMIT NO. ENCINITAS TRACT TONAL 87 APPROVED BY Glllesple- DeLoren:o TENTATIVE MAP NO. A Q - GATE VALVE °E�S S GNO SC ASLA A Associates, Inc. I V �QFESSIQ,(4� o �S Wi( •V, CHECKED BY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX .�, 1b- %(Ib3 I (andPlanni �.p A DATE �� Ne DeatrMUOn ARFrove! 0r Dan In ,� I'L as (andKgpe ArcAiucfure DISC NI/TION: 01 lC 011 of w 9L IC WORMS EnE / N work !L No. 21693 W ­1 SCALE _ 3733 SWA Avon" I / �/ORtA1•w 4: /4 . e A4 1 �[ Exp. 9.30 -E9 7� �? I LOCATION: �� , {S DRAWN BY San Diego, CA 92103 IVI ` flq ')0 1362 ;} JS ( 619) 293 .5115 RECORD FROM 4 JOB w Orwas 1 - �OFCALIFO VS - IOO'I ELEVATION: DATUM: "�` - lq - lqb�- ►erw,n ` '�� e W FILE N0. ,, i T ' C01715;6rU — r e e rr Hg u s e s � ° ,,ti ,�^ h E� s o>< ,- Ao� - -- A 2. _ v t 7' k & 4 - y 7.28 — — - � l ENG 1 14 0 ;_20N yC01� AO 0''" ' �n p 3 v j ovo �p W Z) ,fig, 2.� I I Po / C}r EROSION CONl OL CONTROL SOIL MJFE WT SAT ; d. I • �( �q 1 _ n f 1 THE (IlrwDiTY WPAE'DW OF TRA } �' 7 4 �r L Sx n bprto D IN' THE EYEN? T/D \� S r �/ 19 1 9.� ^ ti� 22 a ti� IS TO EROSION DURING �' 0 L N �f ti \` i G 0 : 1 AND APRTL i3. >�} F11 tur 11 XTFM R 0aI � 6 ECTION„ i ,; WTALLATION OF JU APPROVED a � `K \ / > y EQUIVALENT, DESILTING EASI ENERGY / a i \ �.� \ ! v DISSIPATORS, SILT CONTROL (SANDBAGGING w ' �' AND STORM DRAINS � !' • ; � _ '"t DESILTING SAS AND Gr 'V > t t1 I I lDtAllls SHALL BE INSTALLS Tb , THE S SAU t • FACTION OF THE .COUI�!'! DL►PAE'11'IENT Q � � I " INANSPONTATION. 1 , G'u✓b L ti- To WITiMACT(�lt SMALL P%W2CT FACILITIES ♦ Ji 0 Y •\ X� a , � a CONSTNbCT3 FROM THE VO .AC TION OF @/8 ' MATER NY "T�SR MEANS T, SAND p ✓� O� } BAGS, DIK= SHOEING, TII SUCH ®A �•P�s TIME TOE PNOJ 11 , E AND' ��( -GA- N ACCEPTED MAINTENANCE BY TIME RESPECTIVIE COVER AL AGENCY Ay � A O !` INVOLVED. A.• NeTl11ER TILE Oww !NE INEER OP VORt L Vn EN1bRCE SAFETY WASURES OR THE CONTRACTOR SHALL REGULATIONS. ` ' 17 / ' l 1 DESIGN, CONSTRUCT AND MAINTAIN ALL / �� r SAPIWY DEVICES, INCLBDING SHOEING, AND SMALL BE SOLEY RSSPONSIRA FOR NG TO ALL LOCAL, STATE AND ®A � FEDERAL SAFETY AND HEALTH STANDARDS, Q s �•' ! LAWS AND REGULATIONS. O a h 9 �► �q� .90 _ J,y ° �p�� �y33 d ry\ F, 224,E S. THIS TO BE USED FORS AND 5 _ ERO 0r ONLY. SEE SHEET . 2 x G•F �9 ! �k FOR ALL ELEVATIONS, MAIN G �JP95' �5 � u COnC t *TAILS, ETC. N Q y\ �O 4 AT OR NEAR EVERY POINT NIIERE 1 1 5 4j V �iJ S • F 4 4 c�`� 2 2 P� 1 11 �6. SONCFNIRATED FLOW LEAVES Uk LOPMENT. A DESILTING BASIN AND / ENERGY DISSIPATOA MAY BE REQUIRED TO CONSTRUCI'!.b TO REMOVE SILT FROM THE © WATER AND RELEASE THE WATER AT, A 20' NON - EROSIVE YELOCITT. _.., / 2 %8 (? j a 9, 204.1 9 g. , o W j - / %5.3 n / J %. T LGn • 2 ;rl 202.8 \ g 2pS..i ` dN 209.3 8v+ o F' / ! / 2 �9 ?• LJ { , !���' `�' 9 \ �f o T ii a � y i �1, of A `11 1 P ® /7'1 L 0 a io 7 � i '>< O �,! v v O � /4. �•F,Z� <o � .2 G � ,� rf 3 9 � � titi 0' 'I I p W I \ 188.9 � ' s 1 J Q 5 h T - - 1 I I PRIVATE CONTRACT PERMITS C%T`! OF ENCINITAS uj O n C C O n C ( C DEpwmmNR OF P'U1LIC WOOKS 6 Ts p �;,,� f o1 �Y ► L o Q f J J REZONE PERMIT NO. B7 - //S Ic t`x! , �+•e 04'1 t J ) Q 1 r 5 /LT CEPOJ /aVYG'ONTP PLAN t SPECIAL USE PERMIT NO. 87 -/45 �NCIN� T� TQA cT Q Ijra��nq mjs sx -4 b/A J I TENTATIVE MAP NO. B7- /G8 Ir C f �TY �' �� MARK CALIi011N1A COORDINATE III MS- i&" s. �S (ryPJ M.. D.■ ANwwI H D.w 2 DESCNI/TtON: 'so/ J� ouv�e O/] &42 of Mild /e of � « CW AI , z N0. 21693 L �. !, GL 4.� n hc cz ✓/ ( of w�ue wows e. �... t ... .__ _.. _. ...r. u.. * Exp. 9-" LOCATIGO: y 'Si✓ C�nz.- /n'lAe" ��ran We NAOMI F'pd�J7►atr9f m f 1a/> 'S 'J�/hcin/n on �7/4P) 1�iwE.� .. �V'E: �} CIVI Mer/t.ne� Ave. 1 U / v l ` -�� �• ��- f NECONO iNOM: - 'San /�.:e�ac l'ti,., ( -1�S�J O.wiw E;.�. FD�Q A11 S7?a4M U24 /N AETi{ /L3� 9!/• � � �...�n�, r�elr N. C ) ��.1� l`t 1gSb ..,,.« ►». r(F .�i4/VD. f G I/1�t6 dfT /L SEE /MPRW,6 6Vr PLM16 ELEVATIDN: � /s -Gad DATUM: 4 Coco FU NO. • J