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732 OLD GENERAL NOTES: I�IDTD INLET GRATE c FRAME ? CLEAN OUT COVER a: FRAME • 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE /rj DEG• _- .....- .. APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF fR ALHAMBRA FOUNDARY PER ALNAMBRA R7UN TL7 OARY ETG CONITR .., ANY PRIVATE ROAD SHOWN HEREON FOR CITY ROAD COMPANY L FD. A - 2010 COMPANY LTD. A - 20 15 W ZO' 20' (l8 "x IB') (l8" PURPOSES. F i�D CONTOUR 180 4 2 FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO >r 'k VARIABLE FILL SLOPE FINAL APPROVAL Of THE ASSOCIATED IMPROVEMENT CONCRETE PLANS WHEREAPPL ICABL E. FINAL CURB GRADE ELEVATIONS BA SE(3COQP.4.1.) ��� MAY REQUIRE CHANGES IN THESE PLANS. VARIABLE CUT SLOPE 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL ELEVATION SHOWN 2 >MRX 2 =1 MAX SITE. z 2r. AC PAVING PER SOILS REPORT q, A CONSTRUCTION, EXCAVATION OR ENCROACHMENT ON PLAN. SAME SIZE i M4 TER /AL TEE AS P.C.C. SOW 6 "TYPE 'G' CRIBLOCK RETAINING WALL(DETA /LS SNT 3) PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE REDUG4E0 A.C. R REQUIRED FOR ANY WORK IN THE CITY RIGHT-OF-WAY. PEc R CURB Z GUT. AGGR. BASE PER G -2 MASONRY RETAINING WALL (STD. DWG. C- 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH CITY SPECIFICATIONS. TYP ICAL SECTION NOTE' USE A 2012 GRATE {FRAME OR A 2017 QUAIL GARDENS ACCESS WA STORM DRAINS (PRIVATE) - -- 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND C.O. COVER FRAME FOR STRUCr /N PAVED AREA. NO CALF LOCATION Of ALL UT /CITIES BEFORE COMMENCING WORK. &'o BROW DITCH (STD. DWG. 0 —) —) FOLLOW /NGAGENC PR O P OSED WORK SHALL BE GIVEN TO THE o SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 0.17' 2.33' 0.17' 2.33' 3000 P. S. 1. 10' 20' $' ' _ �CONCRETF PRIVATE GRAIN (DETAIL AT LEFT HEREON) PACIFIC TELEPHONE S „ - W 5t Jr • CATV. CABLEVISION �I 5 L� + ICI SEWER: ENCINITAS SANITARY DIST. k . ? I z DAYLI TE LINE 0 WATER: SAN DIEGUITO WATER DIST. " _ m " 4 REBAR _ v N ` / Q `" 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE 3000 P.S.I. I `4 REBAR ISSUANCE OF A BUILDING PERMIT. CONCRETE I - -� - 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC C 2 WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING Z% �L SIDE VIEW CON_(_ BASE TOP VIEW CON(. BASF 2; MRX• TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER - 21MRX —� MISSION HAS BEEN OBTAINED AND A VALID GRADING - NO SCALE NO SCALE P•C.C.� PERMIT HAS BEEN ISSUED. NOTE: REBAR PER D B.1 SOWK. 6 "TYP 6 "A.C. BERM 9. THE DIRECTOR OF PUBLIC WORKS' APPROVAL OF THESE PERG 7 C e GUT OVER PER G 5 PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE _ ER G-2 AGGR. SE PLACED ON THE AREA COVERED BY THESE PLANS. NO D PRIVATE INLET / CLEANOUT WAIVER OF THE GRADING ORDINANCE REQUIREMENTS NO SCALE TYP /CAL SECT /ON OWNER /PERMITEE: CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS MADE OR IMPLIED (SECTIONS87.403 & 87.410). ANY SUCH WILLIAM WA Y SAN DIEGO HEBREW HOME, INC. WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF DPL NO SCALE 4075 5 4TH STREET 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, SAN DIEGO, CALIFORNIA 92105 INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- PHONE (619) 582 -5168 TURE OR RUNNING OF TRUCKS, EAR THMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD LEGAL DESCRIPTION: BETWEEN 7:00 a.m. AND 6.'00 p.m. EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING 14' l6' 20' VAR /ES /O' - 29 W A PORTION OF THE SOUTH HALF, OF THE SOUTHEAST OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON VARIES VARIES VARIES QUARTER OF THE SOUTHWEST QUARTER OF SECTION SUNDA YS OR HOL IDA YS. Z I6' l9 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN 11.ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING 3 BERNARDINO MERIDIAN IN THE CITY OF ENCINITAS, TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM 3 REMOVE EX /ST COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. CUT OR FILLS ACES TO NATURAL GROUND AND ABUTTING EXI A.C. PAVING CURB eGUT SITE LOCATION: 12. NOTWITHSTANDING THE MIN /MUM STANDARDS SET FORTH 2 I M.qX. IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE PERMITTEE /S EX /ST \PCC SDw THE NORTHEAST CORNER OF SAXONY ROAD AND WILLIAM RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE EXIST 6 "T ,G, GRADE PER 6-7 WAY, NORTH TO THE QUAIL GARDENS ACCESS ROAD. ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON A.C. BERM LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER CURB' GU ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- PER G -2 A.P. N. - 256-340-21 , 23 T/ON OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, TYP /CAL SECT - /O/V EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT RESUL T FROM THE GRADING DESCRIBED ON THIS PLAN. THE SAXONY ROAD COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR No SCALE HEALTH DEPARTMENT NOTE: CORRECTION OF NON - DEDICATED IMPROVEMENTS WHICH ■ EX /STING SEPTIC TANKS) AND SEEPAGE PITS ARE TO BE DAMAGE ADJACENT PROPERTY. N OT R py/� 7- ABANOONB A LICENSED SEPTIC PUMPER AND PROPERLY 13. S L O P E RATIOS. CUT - 112: 1 FOR MINOR SLOPES 2: 1 FOR MAJOR SLOPES FILL - 2: 1 S lopes Deviating From The Above Will Require Approval Of The Director Of Public Works Alter Review Of A Report From A Soils Engineer EXCAVATION: 37, 000 C. Y. FILL. 2/, C. Y. WASTE /IMPORT: /5,50() C. Y. A Separate Permit Must Be Obtained For Waste Or Import Area. 14. SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING OPERATIONS. SUCH OPERATIONS WILL CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOM MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO. 15. QU ANTITIES SHOWN ARE ENGINEERS ES TTMATF FOR PERMIT ONLY (NOT BID QU ANTT-= ). CON- TRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT V ANY AND ALL -DISCREPANC PRIOR TO COMMENCING Q WORK. y i 16. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH Q <n � N CO COUNTY STANDARD DRAWINGS DS -8, DS- IO DS -11 •w• ^I • �� � M Wy 2 j ti V c NO. 23280 p ? y o �V r xP. l2 3/89 CRL rOFA5TAL. COMMISSIDU PERMIT NO. 87 - /90 �. a Q SITE sl +r ci vil,- CG— — ��`P Ln PRIVATE CONTRACT � a) �+ Z fo f CA` PERMITS CITY OF ENCINITAS 8 Z (V -1000 1± PUP)LV p SHEETS REZONE PERMIT NO. N/A S Q Q 1 ILLIAM SILLMAN / WYMAN & ASSOCIATES GRADM/G PLANS FOR: I A W ARCHITECTS & ENdINEERS 10671 ROSELLE ST. SUITE 200, SAN DIEGO, CALIFOF"A 92121 (819) 463 -4320 SPECIAL USE PERMIT NO. P85 °lO7 0 0 � SEA CREST VILLAGE m �� FEit1o� JATE : 5. 6 - 87 _ JOB ND. 87001 TENTATIVE MAP NO._ N/A WIT 1 { �S:L 1 4 1 � z QPOfHSS /D ' - B[1/LT,S" C i 1 `' APPROVED CHANGES BENCH MARK CALJFORACOOIIDINATE INDEX: 32Z /683 W � Plitt _ �� N0 (21515 �,�Q QJG6 »y� E E/VG/NBE/P OF IN K emRn"" Arrrawd br Dow DESCRIPTION: STREET MONUMENT MI y 7 AWWJW S. BOWMAN E of work: 10 �V/CIAl N� EXP 9 C �/ NO. 23280 m TOP OF BRASS DISC BR w Nom' MAP ��� EXP / ?3/ -!3 47 LOCATION: STA. 3 *73.20 EIVC /N /TAS BLVD, w: R.C.E. 2 0 �o NO SCALE ' � F OF CA4 FO PIP CIVIL B uce H. H/Y A R.C.E. 23280 W Z OF CAUf� �\ RECORD FROM: COUNTY OF SAN O/ECO SURVEY DEPT 7-A ge-87 we = W ELEVATION: 11 5.34 n ATUM: M . S.L. ow ca LU d FILE N0. j •� „ �. _ ' O ItiTPROVI� 177. Sze. � MENT�S E v'RA OE�S PIER C'' G. _ \ J ` \ f�A i L ss 2: r Hva N Hv- 05 Q — G ARDEIV c:, AC o ` °��SP _ L _ if � sod � it' – , IV 190 o Q:� ) aoa Beata Na �, r �� � � •—may._ _- � � � _ E I �� / � /R M W r U 0 jj 2 II II \� ' FUTURe, BLDG � \ � I 1 I 1 m � � ` � I I I �` . 'fie lr \ j \ �` � t t - { I � \` 9 I a p F'`F /86'b c D / II 1 �� 7 �\ f 1 �P� v I 0 � I I n, 1 �. v lo. � t.� ?•' V � I l.� ��' �'t� 1� I I A VI\ \I � � � ` � I 2' 3' 4.5' T _ GRADE ` „ K � '� -, � '' I i i ' 4�' I �� i 1 ' -�— • w B4 \ 1 CRIB BLOCK 1 /� / i (� II �� L / T RETAINING \ - - Z:I a c ! \j • z ',' ( I Q r N \PURE P�b \ V V A w WALL T 71, LIMIT I i 1 BROINDIrCrI `� �,�. A I PAD +I $ �� i F \ c� j I 3 P $ �� BLDG. c,I TYPE 'D f a I { 5' 3 PER 7 6 � E I diNS Aq \ . I . I I I w F. F 196.0 �• '":. ab I C I I 1 o CONC. SLURRY BACK 1�'6fi W ' F . �l o W I 0' '� b FILL rO BOTTOM OF WALL A �, �- � I 1 A �G� �! * .ry )p� f �t STORMORAIN 'c` `` o ��I 1 �� VA /A8 E SLO I �� �, I A \ : >. m _ \ CAaTE A oo ! pe' CpAi SECTION 'A -A' A �I l i I _ I ; ._t" 1 �j - C . ew �,or NO SCALE �I N L -. .O 1 -.. ' - �� L �ld RO�Lf /� �� a \� ac � ZP S� 1 1 1 �� 1 ' ' \ \\ \ �� ti L P �P I I n b N LhRED P RAk5 I �A II �� \ 1 I \ ' ' \ � N ! ! P PA UL F&A rE - / 85 .2 - - �. �' y I eA�� R/W VARIES 3' i 'y 4 .�. I i� I I� ��� v � v r SCALE: I' a0 ' •G J A _ r 2 1 REa Ni I 1 !' �I � _ ..�- �� - � 'l �TO.?i►�'ORq /N A5 A e3.7 � , V� _ l \ 'L J ��3.0 1 — - _ -asp, $YST yy /C SLOPE : I G1 ,Q ` i - ._ G ' \ E W p eo 0 __ - 9s -- — - ICY C AP OR A9 3s ��! �Q \�(� -- _� — - cf,� S N IMP. A e NOW N o L \ fi / _ 1 �� • � 7�p 1 �0 sr \ �. Gooss' PLANS Q / �►� .� I - r s �; Q �� / B e ELI S C ON E T / a I CR /e ea No SCALE W \ �� L 4 O ly �(\ ; 4 c o~ 0CK WALL W 2Fn q� x DE v, S�ETAK 5 614T.3 2 N D B p 1• .\ nl a q ' A O W D C H 1 I � :��• /M /TS 1 0�� \� 4 C N ' �T H DEEP FOOTI y - � THIS AREA AS I O , �,m I" 9 J i TY EFO' +MOD. b STOfYMDRA/ SYST N - — — �' e (5 OUTS/OE y n {P• °� VI R OF BtlILOIN 3 �(� �/ P1PVT. DRN. C - 2' IF�M /9 'B' , d _ 0r. i 0 Si �������. o - 3 VARIES iP 0 EE SNT 3 y II ._74'"_ -b ' STAIRS S= (• \ 0 �: T r , q — �. OF PAO BLDG. - e �m / 1 o i ". eZjO " p !Ir" `IDg V(v Z X °Y ^ F F 196 0 T "" �, `r1'. / \ A "' 0 0� !I 1 ( • W II A I I I � •9.1 -'.' (� �' \� :^ � r •\ � \ + _p�SiIS't s. � .. 5:; :t � I x���• \� , I ',.! I JPP• P x.) � ^ 21 E S a..: , -�1j• �_ � z., ��€�_' -. _.'_;� -_'(. ;; ..s, �:. " F' `�• on i l: I c 2 x .1 N ° �a' es..E Air w 4 mac. m. re' e.E�enENr ry e><.N _ p s5.4 i i 0 4.4 / 9 3 • 0 W O 2 5 G J�' A a s=R 3�slil s an ��i� V� x. '' ^ JC �F-- N 7 O r i• Atli NO 6� t A \,,. $ \o�'N PRV R 3 e� ". z 3 P.C.C. CURB � r � � \ .S` r - fir, ( � �A �� D ��i +�_ h SECT /ON /C -C, II �� J .t t vAR/ illf NO SCALE 63 ; ? E I!•!s NIy t ; W f - ; Ll4Fd/�/ fR 336/ G ' - C U �' 2 l ., --j `PNr UY 36 - A ` I `. Fo. 2 ",{e °Rae nu° Q POFESS /O 9997 �O H 4( • �- ^\� N L - 101 i _ ., " _ 0.7Dr FLIA/F r \ ' � I\ *' ,FO. • "LP. SEC. � � � � G "�RD S SHOWN MENrS O ' � l ) 200 I \ ! No orr y� cr NO. 23280 ° _ N323,zs� EXP. /2 HV -201 _ / — -— R i2',25G. j V! j i T/ i600 L ,' �— _. - ld 4 Yr3 ' C i LIP - — NO!•3!'00'w - '_ /NE w. fps ISl: ! - \ °_' \ . ' r w,.x� �•^•._ - \ 4 < ! i^ . — — :. _Lscr. vl� + Asbn I Yarn font ( \ . : EXIST ,��pFS s 159 j o , PRIVATE CONTRACT o n�rr Sub;�or,on \\ o PER L ' /O /Q � \ � � • /„ ten— o PERMITS CITY OF ENCINITAS { I /70.5 7 F F. F. F. W F F /7/ O o REZONE PERMIT NO. N/A GRADING PLANS FOR: ° 2 SNEETS �tl m //.O M REVISED TO CONDO` 7 uI�TH ` SPECIAL USE PERMIT NO. PS5 -107 SEA CREST VILLAGE UY GRADES E BUILD /N6S REV DRTE 2 - 26- 87 TENTATIVE MAP NO. NSA PER 0 R oH7E 12 1 -87 - Q ,ofESS /O 'iq$ - BULL T"5 J1 C ITY APPROVED CHANCES BENCH MARK CALIFORNIA COORDINATE INDE 922 -1683 Q 4 4 G f H. w y + � f E1VG /V /EER F WORe NN. tiPUM Apprt H DData Dmi DESCIII/TIDN:_ STREET MONUMENT A.w.•d G. BOWMAN lips ®UILT' G�Pf7D//VG Qfa l) 4•to•ta TOP OF BRASS DISC I W Ilo. 23280 STA • 3 *73.20 ENC /N/TAS BLVD. '+J L e EXP 12 -31 -!S " MARCH �V990 2 5TO,PM D,9RIAl MOD /F/E � 4 taro LoCATIDM:_ — B/?UCE N. WY C.E. 23280 A ENCLOSURE E` 7.1 w_g 7 r. � L OF C EL / 1 95 �i CfVI\• t�� � �C� 4tD'10 RECOeo Feor: �'!'JNTY OF SAN DIEGO SURVEY DEPT o,.r,,,. �y A` \fp s. �LECTR /G�7L TRfiNS - faO,PMERfaDlJEO SVATI0i 11 1. 534 DATUM: Al S. L - o.e. FILE N0. ! ' ♦ply, Nlisti Ei� I I 4 I +� " 1 ! I'. FIA�IJN�Dy.(• �I _ • V. _. , —_ I __ I 1 1 t I i i j I j^ 1 1 H I I 1 ' V og I I { I I GF?AD i 1 I W f 1 : r9x y ( 0 L I t f g.S - I - t T I ker . - i -- - - `F7IV 1 „ _i ? d - I w o t B B 1 - i 0 GFR t : 9855 - - v - 790 (/ STE JIVf • -- S B� T, - fi- f } •' 1 l 11 , - S A E Ht7R . !i ' 4 1 - - C L � E: � XoRZ YE14r. -- - - + - -- . - r tai , " � $ThRMJ ORAI'IVY5 I I E scac:. Noaz • �tERr. r. a -� � E wo s 1 •, t _ f • - 1 -- } - 1 1. i I 1 t o - - - - - - -n- t —�-- +�1- -. _ 1 - - - At 4k C N 0, FA,NISN�D - r . Y �• t E - - - - I - } * o+ „ I I Fit1V}lIf •' RAOE - } - - - - : DIRA�DF s, f t 1 1 ' G - <. 4 o, RAO 195` i t i 1 f a t i— 195: 195 Q1 V; i 7 _ �� 3 4 t { } I . - % � T i i Dom. > L.F.. 1 f } i - f : • I t i i } _ -_ : 744 9© T - I wl few t i o 1 : r.l c. A/N SYST£M D t v A STaRMOR : . ) /O PVC fi t N R 1 4 VET 4 • , At C. G. f { li 0 SCQ LE 0 Z. 0', R / } i ' 11 7 1 . L .80 r � � �.� 85 ' U y T�NP ' i 1 1 / �5 : -r i / 2 V. c Lt . F L -: Z:I "•;40t.Y ' "• (J Q1 A I i II I 1 1 t t �'� 'c f t J : STW M�DiRA/ ��'� > L.:F. ✓$`P.IKC.� { l - - 22 0, In °'1� I° 4' 4 ; : t 1 1 i I I � HDRZ V 40 -- -- - - - SCALE I t , FOR PLgAI VIEW OF STORM DRAIN SEE SHEET NO. 2 FRONT STRErCMERS PLANTING AREAS HEADERS DIMENSIONS CrYPICAL) TYPICAL 4' -6'r FALSE HEADER 02 FrNE40ER T (TYPICAL) FALSE HEADER BACKSrRETCHER HEADER \ 1-3" 2-6” 2'• 6" 2'- 6" 1'•3' CTYP.) CTYP CTYP) H I D A — 4'-Of�2" 5' -0" 3'-9 4%2'HEADER N IC 1 %2" CLEAR B c lo 10 " II" s" 7" 4" 4" - - - -- — F C TYP) s.. 6 B , _� G RAD p IY4" 2Y2 I I — - C 2Yz "TYP KE E I' IYz' 318" 318" H I L D F - G - 6" Q - - �' FALSE HEADER �]c F N 4" 4" \ NOTE HEADERS MARKED W/rg 'X' I - 2 Y2" - - BACK SrRErCHERS ARE FULL HEADERS ALL OTHERS @ t V4 — — USED AS CLOSERS ARE FALSE HEADERS J — J K ., I /z" — - CrYP.) ALTERNATING ELEVATION (TYPICAL) 2r -6' ALTERNATING END VIEWS SIDE VIEWS JOINTS ryP) JOINTS FRONT STRETCHER CTYP) PLAN VIEW BASE COURSE RE84RSIZES - #4 1 #4 1 #3 (TYPICAL MULTIPLE DEPTH WALL) STRETCHERS uNIrwEIGII 30L8S. I 135 L89. 1 125LB5 gSLBS. B A CONSTRUCTION NOTES n E E FRONT NOTES V S.I. G � E 1) USE OF FALSE HEADERS STRETCHER � C D ------ A - - - - -- IY2" VARIES URC 1. STRENGTH OF MATERIALS (n �g- ANGLE OF VARIES GNAP_0 A. FALSE HEADERS ARE NOT ALLOWED AT ENDS n (1P 0 FALSEHEADE �� �V SURCHARGE -�_ a ANGLEOFSURCHARGE OF WALLS OR IN TOP COURSE OF WALLS. BACK E Q. COMPRESSIVE STRENGTH OF CYINCRETE Q CTYP•) -- -- - - - - - -- f C • 3250 P. T ` I' LEVEL FILL B. FALSE HEADERS IN BASE COURSE OF A STRETCHER L --------- - - - - -- FRMTSTRETCHER �9ACKSrRETCA/ER ? / �MOD U CTYP.) SINGLE -DEPTH WALL MAY CREATE DIFFICULTIES Cryp) (Z7IP LE O I IYZ "CLEAR a. YIELD STRENGTH OF STEEL V' IN CONSTRUCTION BUT DO NOT SIGNIFICANTLY CTYP) f' 60, P.S.I. YEA DER CT P) 1 REDUCE WALL STRENGTH. END VIEWS TOP VIEWS w C. FALSE HEADERS ARE NOT USED IN INTERIOR OF RETAINED 4 i� SIA H/ iw MULTIPLE -DEPTH WALLS. HEI n W L�f,OI - N RE TAI N D a .�< QPpfESSlpy4 12 "MODULE �a i` 2) UNSUPPORTED HEIGHT AT ENDS OF WALLS NOT TO I� CTy P) g iQ EXCEED 4 FEET. �OJ H. W Y �LEyc PRIVATE CONTRACT \� 3) TOP STRETCHERS MAY BE SECURED INTO POSITION All ° OOUg fly in /N G 0� BY USE OF EPDXY. m N0. 23280 F SHEET N C /Ty OF ENC /N/TAS Q GRO D AV Y[ Eo�y i° Hw'9LL 4) SPECIAL NOTE SHALL BE TAKEN OF ALTERNATING- ExP. 12 SHEETS LEVEL \ l QQOU VARIES � LE D JOINT CONSTRUCTION. AS SHOWN IN TYPICAL _ VAR /ES i CROSS- SECTIONS, BASE COURSE PLAN VIEW, AND J�rF F I PA \E� PROF /LE OF PRIVATE tn )'MIN. !R/cp I'M/N• i ELEVATION. I" lKoR�_ ° ry 1 '044e Noaz �_ STORM ORA1N S YS r. & Q " CRIB WALL DETAILS -.� Evc CITY APPROVED CHANGES BENCH MARK jai CiauFoRNIA coagpimrE 322 -1683 J ME �. H No. Ot¢npuon Approved by One Q DESCRIPTION: E STREET MONUMENT APPROVED G•BOWMAN of Z CROSS SECTION CROSS SECTION V (TYPICAL MULTIPLE DEPTH WALL) (TYPICAL SINGLE DEPTH WALL) ]OP OF BRASS DISC BY: I y 4 h LocnnoN: STA 3 +73.20 ENC1N1lAS BLVD. l ill: Lai o W_ _ COU RECORD FROM, NTY OF SAN DIEGO SURV, -Y 0CM- GR4D/N6 10 z = T [ PER M G9O ELEVATION. I ll • r294 DATUM. M • 5. L. DATE W da FILE N0. 4 ' r / - � !�� �� a 1'�", ��Y��'T��f`�__ 'I�ir;!" r • • _ - A s �fff,�wwlw+�fw - jg 79 11 N323.1350 P IN I ut� WA � . Uwall - •� r � !� A ■— e- . - -.- - t A • • n • t t . � I •�' •+ rl ' lsda .7 I '� /, •,��� E '�' +! _• •i!irj e- , t' , \� i , . • , , '' i• - - mss • r ..r, r_' ■_• _- -t I I ! • I q J � .7 Y•t�� EI • a .. , .. ry i I w , ' �!• �. ��. ,�� \' + • rte • �, t I� 1 _,1 \ I I I� �•• , I •r PA V 197 2 ft m Ago ,1 V.a■I1 '�. :x • - _. - r 1>te+s: .`.' .fir ` ., J. ��I`'n!!!� �.Ir ��,� • — •��_�� ---_- - •._. .- -- ._ .ra �_� '� _ ��_ I� ` .may •i _T��:i, C � V. .7��� _�i.. — � �� �Z•> =wr a –`rte.' �i� --�� c��r - _ _ w " /`e•a0 a ��r�c�_�� _ —i�:�� �_ ��. _ - i%l Ilia _ry - _�ff S iM.-T .. 1 • W. w X S 11WIf11Alir1 _ 1�. .�lv. %�{.3L - W ��� s vvv . i r i.. PERMITS i • , i /� • \ 1 • YI:4 .. :1. ur • •.. .,,..... . 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A/ \�. �' it rah © ® .r ,. 7/: .. :♦ � . :I � •' ��i.I .T�'s� ° i �• i .. -,,, �I�i ,r'I��:,t •a/11�. r�,�. �/ • � ♦ = / C •.7 cam: dam' (' ! -. /..?rE� �!�■:- : /.:ats .ell.! = :iA.+� /sllf!:�" "�+ - '`.�i,� ;'! ���.+ . , '.��_ V dA - V •,. .._ .f- M AL. • .. . .. ..¢.. a•.� ;+r."h4 -. 'x.. < ." :.. .. .' �»""^ .a ac.Y7MW'ID'_ '�ryV74'. "� .. .RQ .�+ .- .- ,. y IRRIGATION SPECIFICATIONS 1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE 13. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE CITY OF ENCINITAS (COUNTY OF SAN DIEGO) SPECIFICATIONS. 40 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER FUTURE PAVED AREAS. 2. IRRIGATION PLAN IS DIAGRAMATIC ONLY. 14. AUTOMATIC CONTROLLER SHALL BE WALL MOUNTED IN A LEMUER ENCLOSURE 3. ALL RISERS SHALL BE PVC SCHEDULE 80 WITH THE EXCEPTION OF ROTARY WHERE INDICATED ON THE IRRIGATION PLAN. COORDINATION IS SHRUB HEADS WHICH SHALL BE GALVANIZED. NECESSARY INORDER TO ENSURE THAT A 120 VOLT 'J' BOX CONNECTION AND 120 VOLT SERVICE IS PROVIDED BY THE OWNER /DEVELOPER. CONTROL 4. ALL SHRUB SPRAY HEADS AND ROTARY SHRUB HEADS SHALL BE INSTALLED AT WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO THE MAINLINE. TWELVE (12) INCHES ABOVE FINISHED GRADE. SEE DETAILS. 15. ALL IRRIGATION LINES AND APPURTENANCES ARE TO BE INSTALLED BEHIND 5. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN THE PROPERTY LINE, OUTSIDE THE PUBLIC RIGHT -OF -WAY. COVERAGE AND TO KEEP SPRAY OFF WALKWAYS AND DRIVES. 16. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS 6. INSTALL VALCON ADV ANTI -DRAIN DEVICE ON EACH RISER. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION. 7. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE BUILDER /OWNER'S AUTHORIZED REPRESENTATIVE, SHALL 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION PERFORM A TEST OF COVERAGE OF WATER AFFORDED THE TURF AND SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PLANTING AREAS TO ENSURE THAT IT IS COMPLETE AND ADEQUATE. PERIOD OF ONE (1) YEAR FROM FINAL WRITTEN ACCEPTANCE BY THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK OWNER. REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 18. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF B. PRIOR TO BURYING IRRIGATION LINES: SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. A) ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE 19. ALL OTHER LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS TESTED AT 125 PSI FOR A PERIOD OF FOUR HOURS. ANY LEAKS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND GIN 'I419 i�l.f� - T•IG FITTINGS AND INSTALLING NEW MATERIAL IN IT'S PLACE. THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION \/#L\/L e�� W./ t�et-T B) ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE CONTRACTOR. �(L�j(p f C�/F� FOR ONE HOUR. C) CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE V, 4::f � - WIi2E _ COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER /OWNER'S AUTHORIZED REPRESENTATIVE. ___._____.... 9. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS SHALL BE TWELVE (12) INCHES DEEP. 10. ALL AUTOMATIC VALVES SHALL BE INSTALLED IN GREEN RECTANGULAR N VALVE BOXES WITH FOUR INCHES OF 3/4" GRAVEL BENEATH THE VALVE. SHEZGUL� � FI GATE VALVES SHALL BE LOCATED IN THEIR OWN SEPARATE VALVE BOXES, = -P1/ C� R rr=NCa6 ( 1;EQ ALSO WITH FOUR INCHES OF 3/4 "GRAVEL BENEATH THE VALVE. 11. ALL WIRE SHALL BE ANG -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND J I I �r IN-,5rAL.L - roI< CONNECTIONS SHALL BE MADE WITH PEN -TITE CONNECTORS. TWO (2) VA"F, MA44I1 ov ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER TO THE LAST $ ozu.7r IFL.F. TWIN& VALVE OR VALVES ON THE MAINLINE SHOULD THE SYSTEM BE SPLIT. _ 12. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND sf "PF.1 GF.�4VEL U�IVGIC -(4- ) Tom -- TAPED AT INTERVALS OF TEN (10) FEET. ADDITIONALLY, CONTROL WIRE (No 6m. IN YP1-VE SHALL BE SLEEVED SEPARATELY FROM THE MAINLINE WHEN PASSING UNDER FUTURE PAVED AREAS. SLEEVES SHALL BE A MINIMUM OF TWO (2) INCHES IN DIAMETER. -- _YVG_ :N��JN- L�lN1 =..:. USG r�PPK, YITT1N�o - / 0 I AUTOMATIC VALVE No scale- IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER PRESSURE RADIUS GPM ® ROTARY SHRUB HEAD HUNTER P SERIES NOZ 6 35 PSI 35' 2.20 0 ROTARY SHRUB HEAD HUNTER P SERIES NOZ 3 35 PSI 35' 1.10 T ROTARY SHRUB HEAD HUNTER P SERIES NOZ 1 35 PSI 35' .60 ® SHRUB HEAD RAINBIRD 22F -SS 25 PSI 19' 2.96 SHRUB HEAD RAINBIRD 22H -SS 25 PSI 19' 1.48 SHRUB HEAD RAINBIRD 22Q -SS 25 PSI 19' .74 ® SHRUB HEAD RAINBIRD 16F -SLA 25 PSI 15' 2.96 0 SHRUB HEAD RAINBIRD 16H -SLA 25 PSI 15' 1.48 M SHRUB HEAD RAINBIRD 16Q -SLA 25 PSI 15' .74 e AUTOMATIC VALVE RAINBIRD EFA -CP SERIES SEE PLAN FOR SIZE • � • rA AUTOMATIC CONTROLLER RAINMASTER P.M SERIES SEE PLAN FOR SIZE F= � R. P. BACKFLOW ASSEMBLY RAINBIRD RPA WATER METER SIZE �1i Yi�F�T�•j"P.� L I ►1 GATE VALVE NIBCO T -113 LINE SIZE SEE PLAN FOR SIZE FL j% A CLASS 315 PVC PRESSURE CLASS 200 PVC LATERAL L I NE IdLII7E SEE PLAN FOR SIZE - (AI&P _Kea � Q SCHEDULE 40 PVC SLEEVES TWICE LINE DIAMETER p "1„}•�I.7� VALVE SEQUENCE r - - - y - tom I°>F'+�T� -- VALVE SIZE oQROFE5Si0Nq� I" GPM (MAXIMUM) - ��� JGF H. ►yY��f� n C.� NO. 23280 h � Ir I &I EXP. 12 - 31-89 y C LL T � - _ - � � � D. � hr►aJ -� 1.1 R�.� � s� I V%% �.r�~ DI �1.1�A"(IOF� G{UI DFi - F %%- the cambridge group r. .. Landscave Archicacturs - - Land Plarrwirip �± l'O1J�i.'!✓iJr}!!!C�_ i i - ��. ' �� ,�ll-I - - - 7867 cm" ca.c sw � s Q S� (6i8I CA • � A A . i ' I' �� � �, � � • • l:S `r!"'lrMi l PRIVATE CONTRACT v y PERMITS CITY OF ENCINITAS N.WN..LJN 1Le REZONE PERMIT NO. N/A 1R�lfi,��"T7�L.riET�R ��P• Y� 7 OI- Y�'e�W .� L3 L.L FIRIGATION LEGEND, SPECIFICATIONS, AND DETAILS SPECIAL USE PERMIT NO. PSS-1 V i - - SEi4 CREST VILLAGE • ".N.G..JMN LJNG.TO R•G.Yi. -a 1�vT � (� G`� -I� h- WIRFt.� II-} DATE •' .S- 6 $7 TENTATIVE MAP NO N/A H dBl I O •� MGR/ bD�/�l +�I°�!a- • C tT'Y APPROVED S BENCF� MASK CAUFORNIA COCODMATE INDEX Z ft?-1683' j M -- . DOCNIP R : ^ g STREET MONUMENT �..-r a 800V .r..� TOP OF BRASS D /SC RED SSURE' A W SE A ' AUTOMATIC CONTROLLER �� Gc/ locA .�et STA. 3 +73.20 ENC/N/TAS B[VO_ NO SCALE I NO SCALE aeon Few. coilyTV Of SAN DECO S1Mye DEOT Q �+ ` 4' , r7i j_' i�,4. i E11rAT10F // 1. S34 RATM M. S. L some FILE NQ , ' w i i FcnNIzY ' -44KJf5 H S&D G�`ON "' r 'l1D ��P L� TiG Y � GOVE.tC N 01 V�LKar q1r� �I�MP (L'� 'la�A� Hi O dw&wmo VA"VFI ��e w, NO. 23280 y r m n Co • P1/G.mj�:° P-L (/ PIr.. Plll:ilP�R r EXP. 12•31-Bg CP 9r CIVI r . "KI" N6. NIFPL.E , OF CaOI �-+-+, a ...,u the Cambridge group --�� y bl s Landaaapa CQXJ! G�t r • v •ri . LATOPkAj, UHr Land Fiar"ng �r I�f'1"+�GT'- C�'t Tf 7057 CWRW Ca/U Somme � T 1 Ki AANN LJ NE S000 C4A 02s.,, Ir A`3Tt T C SHRUB HEAD g ROT ARY,�5ARUB• HEAD A GATE VALVE PRIVATE CONTRACT NO SCALE M SCALE NO SCALE PERMITS 7 CITY OF ENCINITAS f R�IEETii • REZONE PERMIT NQ NSA IRRIGATION DETAILS .. SPECULL USE PERMIT NO. P85-107 � SEACREST VILLAGE DATE 5-6-87 TENTATIVE MAP NO N/A f • CITY APPFaO\/ED CFIANGEB BENCH MARK CAUIRCHWI , COOAC KATE 1M M : 3Z? • 1683 [ ft Awrwd by Oft ° .wrs oascM,froM: g SWEET MONUMENT �•.••r G . BOWMAN TOP OF BRASS D /SC Itou► STA. 3173.20 ENGIN /T AS BLVD. �' /I Macon fan: rr OF SAN D /EGO SU/?vEM DEOT- clav,► 111-534 a . n.r M. S. L _ 7- j dya 7 `"' ` L - l l 9 5 �..i FILE NQ PLANTING SPECIFICATIONS ' 1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY OF ENCINITAS (COUNTY OF SAN DIEGO) SPECIFICATIONS. 2. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 3. SITE IS TO BE WATERED FOR FIFTEEN (15) DAYS PRIOR TO HERBICIDE APPLICATION. "ROUND -UP" HERBICIDE OR APPROVED EQUAL TO BE SPRAYED ON WEEDS ONLY PER MANUFACTURER'S DIRECTIONS. PLANTING TO COMMENCE TWELVE (12) DAYS AFTER LAST APPLICATION. REPEATED APPLICATIONS MAY BE NECESSARY. 4. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK, AND OTHER DEBRIS FROM THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL SITE. ADDITIONALLY, THE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED. THE CONTRACTOR SHALL APPLY SIX (6) POUNDS OF 16 -7 -12 PLUS IRON FERTILIZER TO ALL PLANTING AREAS AND RAKE IT INTO THE TOP TWO (2) INCHES OF SOIL. 5. FOR EACH CUBIC YARD OF BACKFILL WHICH SHALL CONSIST OF 100% ON SITE SOIL, THE FOLLOWING AMENDMENTS SHALL BE INCORPORATED: A) ONE (1) POUND OF AGRIFORM SLOW RELEASE FERTILIZER 12 -12 -12 B) TWO (2) POUNDS OF IRON SULFATE C) ONE (1) POUND OF SOIL SULFUR NOTE: THE ABOVE SOIL AMENDMENTS IN ITEMS FOUR (4) AND FIVE (5) ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL HAVE SOIL TESTS MADE TO DETERMINE THE APPROPRIATE AMENDMENTS TO BE ADDED. 6. PLANT PITS SHALL BE TWO TIMES GREATER IN DIAMETER THAT THEIR CONTAINER AND AT LEAST TWELVE (12) INCHES BELOW THE BOTTOM OF THE CONTAINER. 7. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12) INCHES OF SPRINKLER HEADS. 8. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS. 9. LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, ` REMOVING ALL UNUSED MATERIALS, TRASH, AND TOOLS. 10. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. 11. UPON COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND ARRANGE FOR A WALK - THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 12. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A) DAILY WATERING OF ALL PLANTING AREAS. B) WEEDING AND REMOVAL OF ANY WEEDS FROM GROUND COVER AREAS. C) FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. D) ADJUSTING OF SPRINKLER HEAD HEIGHTS AND WATERING PATTERNS. E) FILLING AND RECOMPACTION OF ERODED AREAS. F) WEEKLY REMOVAL OF ALL TRASH, LITTER, AND ALL FOREIGN DEBRIS. ` f'IQEVoA% I L I IJ¢ Q p —� G) AT THIRTY (30) AND SIXTY (60) DAYS AFTER THE START OF MAINTENANCE, AMMONIUM SULFATE SHALL BE APPLIED AT THE RATE OF FIVE POUNDS PER 1000 SQUARE FEET. 13. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND ARRANGE FOR A FINAL WALK - THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO THE END OF THE MAINTENANCE PERIOD. ; "r I i �I.I'r "lAi6�✓ C 110. FBA �) II — _ _C�I1�II{.1L2 C�/EL�I�gF OFE S �II i - I� - - -- - - -- - .4 OBE M, y � 9 1 2 NO. 2,3280 MK �✓ mI EXR 12.3f 89 0 4 T :';�KPIU. NbC PEtQ �PEs'fv -- H III i -i I, pll - .I the cambrydge group �. - -�� -. Lsndacape /1r P ' �}}�c zz'' '' � I,y� p� �Qyp. Land Planning --.. 1L' iriFi_ � !'1Vb __�G/G�sei_- Urban Oa gn PK 1 r D6 OQL` . - r M R.4. MVE a, r ��� ,r. � �ni1R� 7867 Cw" CmM St" 306 j im QT � Sw CA 921.11 nu � �� W' oun TO OOME 1991 S71 -SM7 SHRUB PLANTING (SLOPE) A TREE PLANTING - (SLOPE) PRIVATE CONTRACT B NO SCALE PERMITS Z NO SCALE _ N/A r$ CITY OF ENCINITAS Q Awn - - REZONE PERMIT NO. PLANTING SPECIFICATIONS FOR: SPECIAL USE PERMIT NO. P85 SEA CREST VILLAGE DATE 5-6.87 TENTATIVE MAP NO N/A y CITY APPR01/E 3 CHANGES BEN M CH ARK uuroRNU► 000RalutE tNt�Ex : 922 - 683 �� � 1N. O�riM Aopmw1 b Oar anc E STREET MONUMENT •.....+ G gpwMAN •�.t TOP OF BRASS D /SC IMMAX LOC now: STA. 3*73.20 ENCINITAS BLVD. � R.CC Iwo tt[COp COUNT)' OF SAN omen S[/RVEY DEPT_ %" tt ttv�no� 111.534 e. n,r• M. S. L _ - 7 — sYa 7 , nLI NQ