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1988-8028 G (Plans) GENERAL NOTES GENERAL UTILITY NOTES 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL EXISTING UTILITIES CITY O F E N C I N I TA S TRACT N O. 3 76 1 OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR CITY ROAD PURPOSES. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHERE EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE APPLICABLE. FINAL CURB GRADE ELEVATIONS MAY REQUIRE CHANGES CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT IN THESE PLANS. ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF EXPANSIVE MATERIALS RECORD OR NOT SHOWN ON THESE PLANS. 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE. EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED EXPLORATORY EXCAVATION REQUIRED WITHIN THE UPPER 2.5 FEET OF ANY FILLS. THE POTENTIALLY 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE CITY CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING THE FILLS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN WORK TO BE DONE RIGHT -OF -WAY. UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO HIS GRADING OPERATIONS AS REQUIRED IN ORDER TO PROVIDE NON - PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF EXPANSIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS. THIS GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACTUAL LOCATION OF EXISTING FACILITI S. ALSO APPLIES WHEN POTENTIALLY EXPANSIVE SOILS ARE EXPOSED OR AS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK ACCORDANCE WITH CITY ENGINEER'S SPECIFICATIONS. EXIST AT PROPOSED GRADES. SPECIFICATIONS AND IN CONFORMANCE WITH SAN DIEGO COUNTY STANDARD EARTHWORK SPECIFICATIONS DRAWINGS DS -8, DS -10, DS -11, D -75. ACID ALL RETAINING WALLS SNO(AN. 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF FINISH GRADING ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE GENERAL PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES: CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE LEGEND SAN DIEGO GAS & ELECTRIC: 232 -4252 SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED PACIFIC TELEPHONE: 198 -0595 FILLED AND FILLS SHALL BE PLACED IN ACCORDANCE WITH THE EARTHWORK AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAR AND CATV: SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE MATTER FILL AND CUT BANKS (2.1 MAXIMUM, 1/2:1 MAXIMUM) ...... SEWER: 753 -6639 FOR THE PROPOSED SUBDIVISION DATED NOVEMBER 10, 1977 TOGETHER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND r _�d WATER: 753 -1145 WITH THE UPDATE RECOMMENDATIONS DATED AUGUST 15, 1988. DISPOSED OF. EXISTING CONTOUR ..... ..................... .......... 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A BRUSH AND TREE REMOVAL BACKFILL NOTE PROPOSED GRADE CONTOUR ............. 220 BUILDING PERMIT. BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILDING SUBDIVISION BOUNDARY............ 8. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO BE SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL PROPOSED RESIDENCE ............... (� ' � PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID COMPACTED FILL SOILS. WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE GRADING PERMIT HAS BEEN ISSUED. WITH THE ON -SITE EARTHWORK SPECIFICATIONS. RETAINING WALL ..................... C- 2,.C- 3..... PIPE REMOVAL _ 9. THE CITY ENGINEER'S APPROVAL OF THESE PLANS DOES NOT DAYLIGHT LINE ...................... A " " " " " " " " " "." CONSTITUTE CITY BUILDING OFFICIAL APPROVAL OF ANY WHERE AN EXISTING ABANDONED CONCRETE PIPE LINE IS NOT REMOVED BY T- FOUNDATIONS FOR STRUCTURES TO BE PLACED ON THE AREA COVERED THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF CUT CUT -FILL LINE ......... ............................... BY THESE PLANS. NO WAIVER OF THE GRADING ORDINANCE BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED _ FILL - - REQUIREMENTS CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS SOILS. IN OTHER AREAS, THE PIPE SHOULD BE COMPLETELY PLUGGED J4 LINED DITCH ............................. D- 75......... IS MADE OR IMPLIED (SECTIONS 87403 AND 87410). ANY SUCH WITH CONCRETE OR REMOVED. WAIVER MUST BE OBTAINED FROM THE CITY ENGINEER. •3 I 6/ 1 UNLINED DITCH..... . ��`.M /nI: g�pL�`� ................... ROCK SLOPE NOTE 2`o'OC�` 28' 3' Z' 2' J �a 1 ". ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE � �s P.C.C. DRIVEWAY ....... ......................... ...... WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS fi P�� /4' /4' II TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND SECTION 72 OF JANUARY 1984. /UN( 'fAlcuf+k 2' P.C.C. SIDEWALK ......................... G- 7,.G- 9..... OTHER ASSOCIATED GRADING EQUIPMENT, SHALL BE LIMITED TO THE P.C.C. CURB & GUTTER .. ..................G- 2,.G -6.... PERIOD BETWEEN 7:30 A.M. AND 5:30 P.M. EACH DAY, MONDAY THROUGH FRIDAY , AND NO EARTHMOVING OR GRADING OPERATIONS A+ I5IJED PAD 5 L SHALL BE CONDUCTED ON THE PREMISES ON 5ATURCAY,5UNDAY OIZ \� II SEE SHEE/3 FINISH FLOOR ......5..... i5 0. 041E2) F.F 220.4 "OLIOAY'S L41TI40UT 1 3P6,GAL- PE2N6SION MoN 7HE CITY F_r4(,INEER. 2 II �i GARAGE FINISH FLOOR. �FIN130ro PAO 13 0.5 LOW6R) G,F 7-19.8 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO _ _ _ SuBDIV /S /ON BOUNDARY - - SECTION 'A -A " PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO - - - LOT LINES ............. ............................ ... _ - NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. NOT TO SCALE ARGWITQCTUAI- FOUNDATION RETAINING WALL, , , , , , , , , , , , , , , 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE 1 23 GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE I 22 21 25 26 F 27 2e I R/l GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE 29 95 $ /TE AOD2ES5: SOILS ENGINEER'S CERTIFICATE QUAIL 30' PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON QUA/ OE OR / ✓E , /MMEO /ATELY SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO I A/OZ77a OF MAYS HOL.0A4 LANE THIS GRADING PLAN HAS BEEN REVIEW70 BY THE UNDERSIGNED AND FOUND 65' ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, 1 ��. = ARDENS I FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC / �, CO URT T TO AS IN CONFORMANCE WITH THE REC.N9NENDATIONS AS OUTLINED ON OUR OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH I / �� -�� I /2' /8' P0' /p• W/W3 SOILS REPORT FOR THIS SUBDIVISION DATED NOVEMBER 10, 1977 PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR / iB 17 SEE 5 SHEET NO.(3) A I CI iNgERCV - T - LOT q• TOGETHER WITH THE UPDATE RECOMMENDATIONS DATED AUGUST 15, 1988. OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING I 16 DESCRIBED ON THIS PLAN. THE CITY WILL HOLD THE PERMITTEE I 13 14 13 12 11 I ^ � I= /s.m 46495» RESPONSIBLE FOR CORRECTION OF NON - DEDICATED IMPROVEMENTS I I REDWOOD HEADER - 7 \ `vN a4n/s ja WHICH DAMAGE ADJACENT PROPERTY. 19 I \ �' Q RpFESS/O� q B Y: ., R.C.E. 36037 E><rsT //JCs' 11 �� ! DANIEL B. ADLER 13. SLOPE RATIOS: i O5 Atxwo �I L O S, \�` B Ap IF� c . 10 SEC T /ON " - B CUT: 1-1/2:1 FOR MINOR CUTS, 2:1 FOR MAJOR ~ � I �� 9 Z THE SOILS REPORT PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING, CUTS A A 20 _ �I � NO 36037 INC., AND ALL SUPPLEMENTS THEREOF ARE INCORPORATED AND MADE A 30 1 N 4� NOT TO SCALE 4, EXP 6 -30 -'j1 -tip PART OF THE PLAN. FILL: 2:1 SLOPES DEVIATING FROM THE ABOVE WILL I 5 � 6 SHE J} CIV4l / REQUIRE APPROVAL OF THE CITY ENGINEER I J I R/W q/f OF Up`� AFTER REVIEW OF A REPORT FROM A SOILS 21 _PI I ENGINEER. NOTE I _ pR� 95' I / A IA 'IO (05' *APPROXIMATE ONLY THE ORIGINAL SOILS ENGINEER'S SIGNATURE IS ON COUNTY OF SAN DIEGO EXCAVATION: 33,600 C.Y. FILL: 49,500 C.Y. I = % SEE SHEET NO. (2) 9 /2' /8' 2O' , UNDERCUT DEPENDANT GRADING PERMIT NO. L -9390 APPROVED OCTOBER 1, 1980. IMPORT: 15,900 C.Y. A SEPARATE PERMIT MUST BE I I /0 1 35 UPON FINAL SOIL ANAL YS /S REPORT #1 - SOILS INVESTIGATION REPORT OBTAINED FOR WASTE OR IMPORT AREA. i'uNOERCUr•I SPECIAL CONDITIONS: IF ANY ARCHAEOLOGICAL RESOURCES ARE 1 2 3 4 S 6 REPORT #2 - EARTHWORK SHRINKAGE & SUBSIDENCE FACTORS DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING 7 I REDWOOD REPORT #3 - INSPECTION OF EASEMENT ON LOTS 101 AND 10'l I � S �� OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE I HEADER vt PACIFIC SERENA, UNIT NO. 3 PERMITTEE WILL NOTIFY THE ENGINEER' S OFFICE OF THE ARD NS UNION STREET QUAIL - G �- uRT - - - 0.5 I 0 �r' Z DISCOVERY. GRADING OPERATIONS WILL fiOT RECOMMENCE UNTIL THE - - - I LA PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY LOT i1" OFFERED s _ SECT /ON "C'C" p z C - - - FOR DEDICATION a ENGINEER TO DO SO. _ - m LEGAL DESCRIPTION THE EARTHWORK FIGURES ABOVE ARE STRAIGHT FIGURES. NO NOT TO SCALE A I 1 VE- . SHRINKAGE OR SWELL FACTORS WERE INCLUDED. ENGINEER'S ~ SITE oL�N LOTS 1 THROUGH 30 OF MAP NO. 10096 RECORDED MAY 20, 1981 IN THE C - - ESTIMATE ONLY, NOT FOR BID PURPOSES. c TC B p 1AHa COUNTY OF SAN DIEGO, CALIFORNIA. 14. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE V �/ C PLAN ENGINEER OF WORK C� f ~4 N /ryS� ASSESSOR'S PARCEL NO. 257 -390 -1 THROUGH 257- 390 -30 SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL m DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING NOT TO SCALE Z p R /pUEZA STREET DEVELOPER - OWNER - PERMITTEE DECLARATION OF RESPONSIBLE CNARGE m SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY. AND HEALTH STANDARDS, I NERESiY DECLARE THAT I AN THE ENGINEER OF WORK FOR THIS ~ QUAIL PARK JOINT VENTURE LAWS AND REGULATIONS. P"I*J=T, TENT I NAVE EXERCISED RESPONSIBLE CRARGE OVER 2223 AVENIDA DE LA PLAYA, SUITE 206 ; THE DESIGN OF THE MOJBCT AS DEFINED IN SECT7.ON 6703 OF LA JOLLA, CA 92037 15. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR GRADING T11E MMINESS AND PROFESSIONS CODE, AND THAT THE DESIGN PHONE NO: (619) 459 -0740 �S OPERATIONS OR GRADING WORK DONE; THE CONTRACTOR IS SOLELY IS COIISISTENT WITH CURRENT STANDARDS. RESPONSIBLE. GENERAL NOTES CONT , D. VICINITY MAP � I tlMOERSTANO THAT THE CHECK OF PROJECT DRAMlNGS AND 16. A PRECONSTRUCTION CONFERENCE SHALL BE HELD AT THE SITE PRIOR SPECIFICATIONS BY THE CITY OF ENCIN IS CONF IAZD TO A PRIVATE C OIVTA ACT 20. FINISHED GRADING SHALL BE CERTIFIED BY A REGISTERED CIVIL REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINjnM OF RE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL ENGINEER AND INSPECTED BY THE CITY ENGINEER FOR DRAINAGE MORX, OF NY RESPONSIBILITIES FOR PROJECT DESIGN PERMITS CITY OF ENCINITAf CALIFORNIA IO I REPRESENTATIVES RESPON�IELE FOR CONSTRUCTION, INSPECTION, CLEARANCE. APPROVAL OF THE ROUGH GRADING DOES NOT CERTIFY s SUPERVISION, TESTING, AND ALL OTHER ASPECTS OF THE WORK. FINISHED GRADING BECAUSE OF POTENTIAL SURFACE DRAINAGE ENGINEERING DE PAR T M E NT C � E EIIE ETE 17. ALL PARKING AREAS AND PRIVATE STREETS SHALL BE IMPROVED WITH PROBLEMS THAT MAY BE CREATED BY LANDSCAPING ACCOMPLISHED REZONE PERMIT NO. A MINIMUM OF 2" INCHES OF ASPHALTIC CONCRETE OVER 4" OF AFTER ROUGH GRADING CERTIFICATION. GRADING PLANS FOR: APPROVED BASE. PCC CURBS, GUTTERS, AND SIDEWALKS ( WHERE DATE: SPECIAL USE PERMIT NO. / -/9 /!C /Ty RES. OE 37) APPROPRIATE) AND OTHER DETAILS SHALL BE AS REQUIRED BY THE A. RUBIN, R.C.E. 32133 - T.N QUAIL PARK CITY ENGINEER. GRADES SHALL HE A MINIMUM OF 0.54 AND A Q�Q Oir TENTATIVE MAP NO. COCJ/YTY . 57Gl MAXIMUM OF 154 AND DESIGNED TO DRAIN THE SURFACE WATER !�'O ID Wi t �F PROPERLY. THE MINIMUM UNOBSTRUCTED ROAD WIDTH SHALL BE 24 h � 'PG, �S _ U T CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322 - 1685 FEET. W z [^ SHEETS 1 2 3 4 9 10 M ''"P"'" �""�� D ' I ' NOTE GRADING PLANS FOR THIS SITS WERE APPROVED BY R133 ) / INKO»T10N BRASS DISC SET IN A CONCRETE MONUMENT C/rY EN6INEEA ONLY. CITY tNC1NieR3 E"r".« 18. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION l '' A� BU /4T �� SIGNATt1RC HEREON DOES NOT THE COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC {tF 12 /3I /ds COUNTY BENCH MARK NO OC 0127 - LUXS Al� u• / / -s /l'� % d CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE WORKS 10 -1 -1980 (L-9390). THESE CITY OF J} C1YIl� iN ^ �' LOCATION: 0 5 MILE SOUTH ALONG EL GAMING REAL RICHAR U A. RbIN R.GE.321 3 c i DESIGN OR CON3TRTJCTION OF THESE PRIVATE IMPROVEMENTS. ENCZNITAS PLANS REPLACE THE PREVIOUSLY �Of C „L,y`� /' FROM INTERSECTION W /TH ENCINITAS BLVD. 0 a 044. _. W = APPROVED COUNTY PLANS. G4TE GELDED FROM: COUNTY BENCH LEVELS Grading 19. ALL GRADING DSTAI ,S MILL HE IN ACCORDANCE WITH SAN DIEGO 1CHAKiO A KU61N, 3t/ ELEVATION: 241. 360 DATUM: U.SIC.4 GS. it-l 8 me. mozd G COUNTY STANDARD DRAWINGS DS -8, DS -10, DS -11, AND D -75. _ DATE: W FILE N0. /OB�a I I j / I Fs. as srvown/ -' 1 ON PLANS' , ; , I 17 16 I I I I I + 1 S CALE. 39 ,— s 0' - , ,, -�. I 15 14 13 12 11 5 RC.C. I I I $5D /SC SET /N CONCRETEMQNUMENT 3 (\J TENN COURT SECT /aN � I — — -- _ � _ _ I /� I I / b-1 NO SCALE I -- - ^'�- -- - -� -- -- - -� � W �\�] . I .JJB 1 9 � .J \�' A � moo• 3 ler p� s F72Eq rz� _ GG I' 21 2/0 '�� _ 7 p �- U I Aa N. zArL �k° - f - � sH s" �� v • � i _ 0✓ /DE / TE - -- BF , op p L I i CODE L O I _ O N p''' P' , k SEE yEC'r'/O�iX / /; s , 0 4.�/ Ac. / • - - _ . _--- - �I N v 2 r+ rb. 2Gd.G Io /l — �— I <r y ?/ �- — — z o �� / t J ` ��1�I J 69� � -� �pss 1 208 I>�7.f /I L r r r / I I �- ' I ��• / _ HMV � ry I �- GEE ,�/o � � - �� /� l� FF ree. J _ A r J J it Jr ~- - ay: ✓o.v/v ECA:E Po�/./sET7-iAS \i 1 I Z �� � f �2 ��� ti �. �% Q, s " _ _ter _ _ / / r .a _ � - _ �-- � .72' `- � l ,�' � _Ns2}— _ - !, . FO P.RI VAT 57D M DRAIN 24 .. z O - c cua / C ; - - _ +ID r LI�r our o l4 { j5EE SWCE / I ' %' r. .�eor. i / ` rte! \ It 6^PV.c. rrx� �� /2 . ✓.c. -�i.o. r _ g� I 9 . ; F CE ��zA AW 57 O T / - I • , g � C PV _ _ _ �1. I qNO En/C/N T S CN R • c 1 . Q 1 N O � �. � 7�'' - • �„ _ _ . _ r, Zoe E • 5 "0" ��. 4� /.t. �• --6% I � - - -� i ' 20 _ /•t. /e6.3�.. F.F. 204.5 _ er rs CONTR REFER IMPROV L z'4` Zae�s 203 1 ji 1 1 03 a e 0 r I w.+ rnlwr�rrrl �j F.F - �193.°J C( � S,iv.. . — i g.� MIN, _ i, \ L..I r✓w :9 K� ° / � i /VO. 37(0/ A � B `0 e SAFETY FENCE a -� S H ALL INSTA( L Fir) �I 201. � � � �2 � FF 293.2 F.F. 204. F.F - II PF' F.F. 20/.4 � � ^ _\ 7 F 11 tr I �\ AT THE su w TOP OF THE J__ j I J WALL IN ACCORa9NCE Wi 7.0 � �01 I ri 2/ I F.F F.F. wr (�rrJ I ENC(N/7ASaTY F G.F 2/2.0 -- I C 6 a Lor,.9 2172.4 ! F F 7 - - -- ©G.2 I '° - - I 4 I — t - TANOARO bEGI g F I I G F t1 q STD.) - 1210.7 I :� I X9 8 i p - USE CA C9 2 - G.F 2 /I.5 1 0 rata' Z/Z r 211 G.F7CB; M 1 \ - TYPE 68 L TRANS RE AIN /N F. , G : ZQB. as � a 07 �. lit -� i .' -� WALL (MAXI HE = Co �r / EFER TO CALTRAN� k � - N�? L2 -. ti � S r 2 2 o: _ ` \! STANui PLANSI W 1 �c - - - - Q FOR DETAILS 91 OE OR TRANCE / , GOL 2 _ - A _ F �. i� r , �'•,'' E I( /ST /NG I - - - - - - - - - - - i ©! VFM€N R - - _ - - = �_ \ \� \ �_ - f SECT /OM D-D L _ _ I I SrQuCTU,eE I � � �� 'Ow�G NO. ��i � � -- -- - ZO 1 � �_ ,A107 ro ScAtE Z I _ E lf / c y I x \ _ - �ERTYLAL CdJT7�L_ /N TN/S q,PEA - - - _ -i _ LIS °•—_ __. �� � _ — REFEre �b /MP,� ✓EMENT p.QAa/1M� - ___ �-- - --_ __ -_ _ __ __ r QU AIL N0.37G / I lly i v- - -_` - Gi l /G A.C. "ATEAZ? JAIE - S EX /STING II S.C. /43/ -/ _ . /. E 20ZC0 --- REM C�C Ii J — ME. 31133 /T E:x sTINCa R.O.W. �► 11/31/83 CIVIL VAR /ES r? `� zo' � 3z -� ss• -- PRIVATE CONT =�# � PERMITS SECTION C-C CITY OF ENCINITAS, CALIFORNIA /O Z. 3� _ I 3 2O0_ � � ;• /75 - p . ° / "= e vERr. REZONE PERMIT NO. 2 ENGINEERING DEPARTMENT SHEETS a Q g GRADING PLANS FOR: SPECIAL USE PERMIT NO. r IVS0 C-2 �, _�.�� `uv RETq /N - 2 WALL P6�C u �• TENTATIVE MAP NO. C,�UQ I L P �4 2K N Q ° R50 C -2 : RSa� i= - /95 �• ° • n LIGHT CLA95 /7CS - ° ° , • ° e ° o RIP - .2AP�GRC617W) ° ° C ITY AFFn:X /ED CHANGES BENCH MARK E .S T. SE ¢ CALIFORNIA COORDINATE INDEX 3Z2 - I(086 F42 DETA /LS Z 772N R/P Mr -RAP NE: OESri/IiM AFM by Dm - / /•— N / - DESCRIPTION: ARA CITE' EnIGINEE2. Enn. orwork/ SEE c T; 4 F Efn _ 3 1 CQVIN Poop qAi ' i L T- /c.s 'I16 COUN TY BENCII.M4RK N0. GL' (/.Y 0127= L5 R�vl�cv nano �noas SECTION A -A LOCATION: 5 "//-' SOUTf/4LQV6a C<7,MINORE4L r ROM S rr / IQN @..B .q$ B[/ /LT 0. GL. V INTERSECTION 4 4S ,64V0 D_ 1 Tic NO SCALE RECORD FROM: COUNTY BENC// LEVELS 6rMij _ / "Ei' UEeT. ELEVATION: 241360 OATUM: !/6.C.4'G.S. « PiP40. SC28 G W d. FILE N0. *o4ep ,B I r , r � I. + -. 0 � ► r ^ I y � ,� , r r � '. 1 , �� —�... , , ♦ I ♦ � � ' � � • _ I ,� . i '�. 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( / \ \ \ ' �„v.��` +n + ' . - � ���" _ `" j � - - iii ��, ■ ■ � � • . ... �. .. b - . .. . ® _ ®O - `..�....,, f _ ..�. . i i ♦ ♦ 'r .,�, , • �.' • - •.• - ' - -_ r . , i I I I I 7 , l t I I - 1 , _ - 1 y 1 I I .� - _ J I . I I 1 , i i I I S • I I I µ J a / /fir y✓ \ f ~ 0 H" (P . t s{� -1 ..�1! — 1 - 7— �CfdLl / f'. A: P]11T¢R AM74 r 1 t 1 t 16 - J i 11W, �q (y� qq,, • r - - - - - k aauNDARy "A l l I �t I '1h ,\� III f .. 1 �- p J } 1 - , - t L _ I 1t t i I 1 r t W B T. _"�.• T- I I lO l 1 /Z 13 14 - _ l5 ' l!o /7 - SANO BLANKET l9 . STORM 1)Rd //V L7,Lj 7.q F/L TO FA ZR /C S/O /JEG 7A 1.8R6 L REM4 QKS rA ! IVOO E / /5.00' loo "S RS,P 2 = 31 325.50' /78./0' _ 3 d = 3/ ° 20'58" .334.50' /83.02 „ SmRn+ caeAlN N Q N F 177'G2.°J9_ 4 1V0o °42'19 "E --- 76.74' " = 5 = 16 0 30'27' 325.50 93.78'1 ° " • U S L Cs9P[JIF� 3 5 N IA/ 7�qlg AecA 7 G N /5 4B o6 W N 7 N /5 °48'06 "W 43.23' c' r � — —\ SCALE : / =40 �� g� % l4 27" 333.00' 95.°J4 0 .100 ° 42'/9 "E 76.74' /0 d- 3/ ° 20'SB" 32'7.00' /79.82' N Q \ ��� ¢ 5 l/ d = 3/° 20'58' 333.00' 162. ZO ' „ o 3 l2 M00 0 4 0 /9 N74' 36'/4' E 0.38 /2' C.M -/° 1 Q N 2'27 "'7 "E ?8.04' 0 / 9 / E. /60.00 Z � Ill N 3° I7 20 W ti 28.40' Q OQ C� / �� /0 In J W Q 1 (fir N89'l7'4! "W /3.9/. /2" G.M.P,,. Q � O �• V- /� / EE SEE � @ Q�� � Q CONNECT /DN QIu O Q / A/67 -42' "W �- 50.07' / ®" RC. P N J� N n, U1 J m N 1� N DE7A /L LD{VE EPT C. TA /L LQt /ER LEFT /� (o0 SR.S.R �v \ + PQ /I /<IT I PUBLIC N ' I ® SHOP I WELD FOR ENTR C 30' Flow ® O I — — - �IIN \ AN E CONDITION REFER TO IMPROVEMENT DWG 1 W W ZZ +81.Z4 QUA /4- SADDLE �io N CONVECT /QN A - �� - \ /7 O C.O. GA2GLcnlS D!2/VE 8 SEE N - -- TYPE 'A -4' PLATE A DETA /L LEFT S TORM ORA��/ PL-A V 244.( / ®� • G.M.R °.� B O SEE SHEET NQ. Z - - -- /4 Ca4UC�6 - ASPHALT O /PFD 2Z S0' PIPE CONNECTION DETAIL \ o Q _ `f - —' __ � COgT /NG USE STAN/DR PO B4N �P NO SCALE Q O Q V /c� SP Y MAST /c COAT /N6 CZ5 M /L. EXTEeroe� \ COUPLERS ASPHALT O /Pf�O. ��T 0 � hbTE PRO j \ (COAL TA2 EfoxY) PER AASHTO 243. - 14 GA[/c — I BANG 70 HIE MC PIPE A4/rH 504-75 �GY/AR7FJ2 9b/N7$. NO SEPARATE BAND C0UP6E95. elm to Q I G '/`. C0AyC -QE7'E S{-/ALL � 56,0 -C -3260 PRIVATE CO NT , OVCRSIZE Z. ALL RE /NftC /NG ,J�CEL f5`4 64R5. ALL VERT ICAL F csP srve HORIZONTAL 7-/I= BARS /8 "/>qx /MUM SPgC/NG, SCALE / " >44 SHEET CITY OF ENCINITAS,CALIFORNIA 7R �� ENGINEERING DEPARTMENT SHEETS PL ANS FOR THE /MP g0V",E/V T OF $ADDLG FILL .u•�••+uL.,+c SPACE SEE C -a O-1o1. D/Z o 3/4 "CHAMFER SEALAN WITH STORM /.7� AIAI (PV7 ) ii T m ` QUAIL PARK RATH 5HOP WELD vovetE ( I� r CITY APPROVED CHANGES BENCH MARK CALIFORNIA CGDRDINATE INDEX 322 -I!°05 m STATION p N ` 1 No. Oeu npU On Approved by Date ' E 51MM DWAIN, DESCRIPTION CITY " L ADDEO NOTES, REVISED '. /3Q4550lSCSET /N CGVI/GQETEMG)t/UNJE.yT C- NGINEiER: NGINE._>ti' OF WOILK: m e !00 S. R. $.P 7 +12.24 fop ? -Z 3g -O" SN .Mi q •�- � 5. 1). OA R,P -RAP AT MEADNAL� ZA �� COUNTY �HNL4�PKNOOCO /27= LUXS ' 10 +15 60 �- 8 -O" 517 9.28 I c�pgc I SECTION E{.EVAT�ON DOUiLE HEADWALL 4es x LOCATION: 0.5NJ /LESOUTf/ALOEL COM /NO PEALFkYJM 11 W RICHARD A. 2UBIN R.cE. D21s3 ae/lasv PaoFIL¢ - S-mttl Osai "a" INTERSECT /ON WIrA1EVCIN /TASQtYD. VV W z SECTION A - A A5 6U /[T W L" NO GCAL. STR1116HT HEADWALL - TYPE A RECDROfROM: CYJUNTYB6NCNGEI/ELS z ,1 ll''i PV42m IT N NCB Z - NO SCALE ELEVATION: 24/.360 DATUM. U.S C.T G. S'. DATE PE.Rr�O. _ Q028 y = co � IZ /V- /08i W FILE M0. I 4 b A ll 1 1 17 16 15 14 13 12 .r r Iks I I _ ly z I � r „ Y s ' - 'r 19 lv �, H I , _ 1 � _ / 2" ; 3 i' 'HA - 1 12 - - - --- 1 y2 yz" yZ yy" vi' I M I u — i 20 ol _ J i 1 + - 21 WrA - • am •� „ N �/A 9y I � Z " Yi. r2° >ti' 1 Il" Mtl�l�f *ING .. " :. 1 d I /A s -- • i n 1 I 1 1 —• _ it 5 4 N 2 iylw ?o I'�z''METEIe 'r rr Tye g n I i R DENS I -� _ � •R - - .�N I" 7XM !N_ acs . COURT QUAIL I Tl'i ee �L.Q/1/7_//1/4 .06Ti4 /L ,ro fc,4" I �/5 4AL Ilk ^r z I/l;;- - — y1,, 3 14 ° 3j I� I i %u �`I' / y, AMAM- WVCNDPW • INO I sir .....te moolo.w adm..m+w�l La PP WA COWPACT / y 4 n 3�� u rr I'� Z PERMITS CITY OF gNoso 1 AO'c 7 I /O J QUAIL BAR DENS DR IVE tztNJJ�GAI9JNG � fi IY wool WE PMM "a _ 11, � WY�,f �,p TENTATIVE MW NO. Q UA 1L. PQ 47 y , ��^� ♦ I �iOAN1A.M.A1! 1gOE)I �(M W �. �� Mrw.r.� M �AIIf1011: Alrrtfs D/3C ENV GQ1�7i fNT A>Ir"�r 4��r d.r� �1 u 1 I GYJA K A(A�rN MA,QIt• AN a LYa7 ■ C!/a'S s3o +� SGALlI< . . 1 : 30 ( �wAn«R as � sarl>lr��� c��lywl�rdc III► • �.•. °s EOf CALIFO� I INCNNinM 00904T o EIEYAT10r 2t/G3GQ g111N �cC.I/t s . ll• wr.w r FU It trt/V. /0000.4 N E L . • SO IL , IDI,A PS1 CaFV FAD. NO,"E5 D t� BI1ZD 22� -55 STr,�A� Sc" ,Y S"�Ci'vKI K 25 -7.1 la SEER V+ -57 OUTSET o 11 221 -F - S s 7-5 I. q e 19 1. (�L 0 it 22 F - se 25 2.9/0 19 A. These irrigation plans are admatia only. title Irrigation Contractor n - -_ � shall be responsible for the full coverage, and efficient operation of the installed irrigation system. ►/ Cf}A/v1PIDN 3.02 -O'75 - 100 CtZ - I S=% /+ "Cc- :`+' -R :� rid = J'�'.'�� °��'i�A �R 5 =r' �+ TC INPUT i LINE , � L2 S1ZE E ^� l !�I iUE JC B. All irrigation work shall be installed in with all applicable i > > ,' .. '.. K •-� ,� � ��AL ; Pl °E A8C'v° G�^I:ND oodee regulation. srquistia. 9 300K5 - 075 - i00� C12 -'. �� P,ti3LE CDNTr,0L. VYA;1(E CIE SIZE e', UAL TO CUTPUT LINE �l2psS :ATE �'A�VE ilE SIZE E,�uAL TD INPUT LNE C . �e Irrigation Contractor stall --- Obtain, and pay for, any and all permits as required for irrigation work. L, SCO 5CkED.40 OK CLASS Z�^ VV PLASTIC PIPE D. All work shall b. > �- PRI =SSUR� LINES: SCNED.'{t7 16 p�EP. LAT�RA- LINES: C►.A55 200, �Z DEEP. N ! � �' guaranteed for c7ns (l) YM►r from date of final ac- ceptance against defects in Mater3Ts equipment, and workmanship. Any r repairs, if required, shall be done promptly, upon notification by ilE INSTALL. IN gMETF -K PLASTIC 10'' GItZCUI -AtZ BOX W/ TvViST L.CCK GOVEtZ A i the Owner, at no additional cost t0 the Older. "1N GRAAE 2. MAIERLUS 1 I� OT; : CONNECT SY'B EM F F P-AC,H 1-�T '� WATrE P, /AF,Te. � ^ �!L -' '!' j _ —t -` •, A. All irrigation equipment and materials stall be as indicated on the irrigation plans, irrigation legend, and irrigation details. B. All fittings and risers stall be Schedule 40 PVC plastic, unless noted otherwise. � VACUUM Q�Z�K�tZ rJ�Tf�ll.._ L -2 No SCALE C. Sprinkler heads on downslope ends of systems, where line drainage may cause erosion problems, stall be equiped with Valoon check valves. D. Bsccfill stall be free of all rocks and debris. puddle, and omp cwt all backfill therm Lily. 3. EXECTTPICN A. Install all irrigation equipment as indicated or implied by irrigation drawings and details. All work stall be performed in a manner consistant with the highest standards of the landscape industry. B. Backflush all lines prior to head installation, and again prior to final head adjustment. C. After welded plastic joints have cured at least 24 hours, all main j (pressure) lines shall be tested for leakage under a static pressure of 125 PSI for four hours, k z y 64 - -- -- I ' ✓ 1 n y r I� ��� ��a �j -Y1 1 I yn" _ d � IMAM Shlth N0zzLE WI PA b s P C�?Trm v � _ .� Z y y 2' OtliGiC.Pb -Y IRisER .. I - a 22 23 24 1 T 4 r -� 25 ev 26 N - 411 8 l 29 I2 QUA(L -- 1 M ATC+� �INE _ GARDENS _ _ COURT will i a _ NORTH OIESS(oNA[ 7 -surr)cur x S'2" FII'T THE p o Q�`��AN W yC� yo SCALE : 1 = 30 " �A _ _ C") - -_ �- - '5ftb P EAD DETAIL 7 n .630 Of CALIFO� ADAMS • WYCKOFF • B11 %VN Vwdscgw aaehilecom • pbombg com mbmb �. Ms Eft [adskss. caNkmi s fOeOf 00 fen -LEM PRIVATE CONTRACT PERMITS CITY OF ENCINITAS,CALIFORNIA —� ENGINEERING DEPAR I EIiEETf I REZONE PERMIT NO. LAH05C.4P 11VG PLAH$ FOR: ., SPECIAL USE PERMIT NO. APPFKYVM S � � MARK TENTATIVE MAP NO. QUA IL PA Rk O CALIFORNIA, COORDINATE INDEX �J s. �,.... Aprsw[ tie rr sawwwNM: dU55 Disc SET A'V CA4CQE7F 4AOK.1V9#r CO!/Nrr SENCN M4^ Or Gy27- l4j'5 f LOCATOR. 05 M /LE S&1M4LaW EL C/Ao4W ?4E4Y F4 • V — N c.[. Q /NT;fSXrA3V W172V EACAVIr S &VO sECOM fsM �3'a' /A?Y BEAKY/ LE�L6 I yF EIEVATM[I- OV/360 D ATUM: !/GCef, N l -1 ' Pen w a � Z W � Fill N0. -- - - - - -- ---------------- U.. N. 1O 8CoO 0 '-� ATcH iNE I , Q I I PLANTING NOMS 1. GUMML 16 1 A. The landscape Contractor shall notify ior to starting construction- t h e Landscape Architect 1 5 12 r (619) 942 -1020 48 hairs (two working days) pr 14 13 ;D . aping operations ��A r ' a ll lndsc B. The Landscape Contractor shall coordinate aa �2rY \ with the General Contractor, and /or the Owner's Agent in charge of work. f - ice' OS W,4 A A / Contractor until C. A p lant materials shal be maintained by the Lan the Own", aand shall be guaranteed to main - tain a state of healthy, v i g orous growth for a period of (90) days there - p x , p - - - _ _ after. Any dead or dying plants shall be pran:ptly replaced by the Land- ° O scape Contractor at no additional expense to the Ownner. o ° 0 1 c c iC o Code for for Nursery Stock - No. 1 Grade. Plant names2fo A. All plant materials shall conform to the State of California Grading shall Ornamen Plants in Ca lif. l pub lished i - D 10 / by the Uni OfYCalif- School of Agriculture (1 %3) . 1 • `` • • • `� I ; _ , /�'�.7 r a/ �.��r / LI' '.c�'t�G C� Ii iY �clt planting. _ ape -� B. Al plants delivered to the sit shall be clearly labeled, and shall be l T � < \ Any Plan shall b the promptly replaced by the Landscape Contractor , /�Z 1 14 T/ at no additional ' � coat to the Owner. - Z,2 �i0Z F, Z C. The gape Architect reserves the riot to make substitutions for `< 20 n - - -` —� designated plants when he deems it necessary. No substitutions t by to C0'L - - Contractor will be permitted without prior approval Architect. 2 Herbicide D. Pre- shall be Ronstar-G applied as per manufacturers $mertiJent - specifications. E. Fertilizer tablets shall b either 5-gram oar' 21 -gram (20 -10 -5) slow- . p C _ i Aasiform,Inc. or approved mil - • : 1 \`�G release tablets, as manufactured by r - % L • E w F. Backfill mix for planting pits shall consist of: (3) parts clean, friable soil (2) parts nitogsra- fortified wood shavings 15 lbs. per C.Y. Of "Gro-power Plus" fx - 2 lbs. per C.Y. iron sulfate 21 ✓ "- G. Thaw materials Wall be th==ghly mixed together prior to back fill ing x J CXi G I H. Post planting fertilisaa shall be sow -power Plus" applied at the rate of 50 lbs. per 1000 S.F. sixty days after planting operations. I. Post Planting weed control shall be w AaarduP or appr oved equa J. Staking and Guying materials shall be as indicated an planting details. Aft- 3. EOCUTTW x X A. The Landscape Contractor shall be responsible for maintaining good • I a i surface drainage for all planting areas (away from bldgs•), and shall I I I ooam landscape grading as rm y be required. Finish grades shall be 1" below adjeoent Curbs cc Psviug. 5 / B • The Architect shall approve the exact plaoamant of all plants operations. t , lea inq open 4 6 , 8 prior to begin P 3 C. All plants shall be plaTtsd in staggered rows, evenly Rem 9r�n�= rak ' A ( - � at the intervals stnown On t d rawings. Q^amsdovwer sears stall be .d �t shall 1 2 _ smooth to prn^+� fertilizer tafinish grade. Each grourdoovsr p 57 � /c5f , rJ receive one 5 -gram Fad d vines; ar *wm on the planting details. &nccfill shrmbs, an ne r 7 „ D. Plant trees, Or 21 am i I /. should be thoroughly mixed, and p►ddled t]oe ougltiY •P°r ate - gr '�X planting fertilizer tablets at the following rates: 1 01 ...... 2 tabs ' GEAR 4/ENS L/� 5 gal p ....... 4 tabs 15 gal p . 6 tabs E ESSI ONAI Specimens ,,,,,,,....10 tabs �o AN wry o Box QUAIL COURT g 13— N,4 D MiMos oU I, �X ��✓ ✓eGLN d a 4 T !l �o. 630 �P * ADAM • WYCKOFF • DIKX1N ELF CALIFD N leedscaaps aEdlMseis - _ lbulke comsrYeels d C � D - \ t - A r.•. Ma fa! easmdnsa, aariner lNea level f{>•IgE o a 4 n ° 4 A PRIVATE CONTRACT / PERMITS CITY Di ENCINIT".I:ALsFoRaa L —� EN44MEERM DEPAR I p / � /0 QUAI G,qR QE N S DR IVE REZONE PERMIT No. /RR/GAT /ON PLAN FOR: f WECIAL USE PERMIT NO. I b p /(/ G l/ ,� S ° NORTN TENTATIVE MAP No. QUA /G PA f7v �L t Af;14¢ /o n avEO a�a�oES eEn�dH Nu►�c ICAI•MOANIA,ODOIIDINATE INDEX W 4 " 4�� �• e��••• a«.•.+ a «. KICRI" N: AWASs oisc sErAV C4WR4M AOOIWMr i 14 @ /2'" o/G Sc -hLE.: O ' 30 czavvrrs CA#Wr-urrs ( .1 IKATWX; 05 AI/LE SAr/Tiyl[ACE[ C.sMWt7,P)f�G f+�♦la/ w' T � ►Jl �, _ a W p 1NTER5ECJx V A� /rN EAAC'AV?AS &VD. J �_ vv^�•^ -- W Z eE �eaa CWAf7Y aEAC// 1V1EL6 I i era ll- 1-r11C e•t ELEYATneW ?6/360 Y TYO: N�C.I6. P~ too [[�� �� W auNo. </.N. /OBl k5 O T z 71 yWWA �Wv7Y' h'y�se✓r� ,��, a�o� T,e ivT z / S bfG. •• 5 /OF..QOXyG4f/ j � �E,O -�y �fer� ° J!j' �' � w 8 � "�" G /GP(/ /��/�t16ble sTye�f��fLrJ� `�•���1•�4�c/D.4 ��/SU�.�JlJy „ Sl.��iy1 /2 :✓X s �sT,�,vo,�,eos� L�IrST „ fox 7"/�°U,f4/,4 7 s'�v /� sic.. G�ti o7f� s C2/SEVS �i2/2afiT.�US' �2 5'�fG _ ESUG,GO�vi,� �,e 5✓/ C�� /�G ce���2 �D ':P 7 �If' tiAly XYCoi;A,4 f'n's Te ^4Nr1Af* J X t • • O O O • • O n O O • O f 0 • 0 • • O O X A X I O • • `� • O ✓ O O 0 I �� . 0 • X • � � -� � I . • O A � O � 0 X O x • 0 L'b 5 22 23 24 �A 25 26 5 L I Ste, 8 29 i t4 i - gUAI L G�i+s/5 ATC -- . ��NE� GARDENS 'COURT _ S C -roc.. � h1ptZTH Q � O E SSION41 G WO 'yO ry O T SGAL E : 1 "= 30' (aW- l.0 s�qf N A 630 *~�� or CALIFORN \P ADAM • W1'CRQFF • dlp{gr► PRIVATE CONTRACT PERMITS CITY 0/ [NCINITAS� CAL Pronto IIEZONE ANENT N0. ( O J ENNN[[IIINN O[FAR NIEETf I /RR /GATlON PLANS FOP: >1IECIAI U!E PEIMMIT NO..____ TENTATIVE tAAI NO. APPRXISO C*4ANGES M Q UA /G PA I Q QK i NCM MARK Nwwd 4 Ow LCAUf011N1A.00 IlrOfx OE>ICIIMIIOwt: AW ASS D/ SFr CQ!CQ67r*OW zyr Cq(/A�7Y AKA/ M �� •w� d .r• I Aft X Q'27 LL/YS IOCATN/: QS Ary(E SCY/7ii/4LaW PE4L Few w ���' 11 /NTEaencrrff" "I "I EACYN/TAS &VO �/� W ■ c[. ofC•" CAfWY Avmrw i6 W Z EIEYATxI/ 60 d...+ W ac - - - -- — ---- — Pona No Las a. - s FU N0. NOTE: THIS SKEET FOR EROSION CON, TROL ONLYIN � � 8 PB. fzA'TaD 18 / I I 1 I I I T i 1 2 17 16 1 I I I I 15 I I I I I I � rtl r_ rAp 1 14 13 12 11 SECTION C -@ S ILTATION SA-51N SCALE : SILTArrioW 15ASIN +p pjp r ITQM OF ""w. jr 19 /6�1 N OV. 1 AND tA". . B SNT iVD. 3 e 4c- � o' MATCH Ll�/ SEE /' I of 14.63' - ■ nn uum A 1 nnnuunronu„ umu,u nunnuuru ■mmun„ n■um onuu...... u■u■nuunuu m I dfo T . /'J3.4� 1 / UTE0 �3 HK+N Yt� CE � C l 5 N / • 8 1 ��' N Z4 C4 GfU L T i C' . CAN -�' Carr ��- 1 I ' b a 2y d SFtE pETAIL sNT.s3 �7 g I\, 20 z� - I' "�� ; ,�' TEMPORARY j 1 c N Z�r� Q r. G. 2a�.6 • , T.6 Nes TC 4.!90& «- 208 c , l I ) A w 1 seE Le7 - rem CIF /cwAwl sslo/v FOQ OFF.Si77s' G+PAbin!" I 1 A L' � � L,titi ^ / U EC KE I I �2 ti X � o 0 y 1 8.0 � -r a•,Ir�: ZO ,°h 'HE NO. ti FD STORM DR DATA 1 .� : Q / - 29 x24 pU /C/CSET i9 1 � I g9 V °p I Cowc. cao- r p 1 oy CLEAN- ouT.�T'P OF14)' I I I In \ In y I 01 pp7o a -V/ U \ S'q? L 0 4. TOi.E1 , TG. 1980 / (•rr�) \ l G' �(!• `.l �' - 190 5 9EE LETTE.e QF PCRMiSSbv _ - - -- i <r -/37.4 LE./ i // �j' �' /2 - Pvc. S. p. r ` , 2 FOQ aFF -$1Ti /MI�eOVEMEM1lTS % _ / 9 \qI. " rrRJ mm■ (� ��. B A � 4A10 GG40rn�C> � _ -�___ -_ i �'l t i� oaf i, r. , '�F ?p rH 9�P I P BY .76' _ E 1r •' r r■f� y DATE - / �, al e�' --� - � � -- -- � r ,ror ■� ■■ 2 1 �or.e iG I A � i°��.G S,o. lit _ _ 10 , ■ ■V �� Y Ttf. e03. _ • _ /JV r } - 1 v� /.E. / • '/. B. 177.0 - rr. ZO Z.'S _ I P y1 II /99 - r.r E. /57 1 8� � 204. ¢ _. j9 R THE HORIZONTAL AND VERTICAL - F.F of -- 4 204.0 I a / /t "riro - - y FO s' - Aa /mss A / 20 /E. /9t!.3 , 1 �b rs �°� - cy Gny 6lSiiv.. A qm 'G CONTROL REFER TO IMPROVEMENT srr z -a � -� -i .•,IA Ar*Ja rl,�,� -�J, , I I= F 203.4 I'� C7YV. Oi if) r .�.- J� a DRAWINGS NO. 37(,/ I Z srt r _ �- T B - I / G - _� Ql - Z % LJALKN/IY F F ` i 1 961.9 ^ I 0 I y ti � I I F. F 203.5 I ` I Zoe q_ F. 200.9 F F FF 202.7 ? FF + ZO ,.o 9` ��. 6. I ' 2/2. 4 O �5� 1 srzPS F I 1 G I I VII 0 Z G I a � cae - - -n o r F F I, o� . F 2/2.0, �� � zio FF F F I F F 208. 07 , Z _ _ - J 208.0 ' I p I I Zn Zrn.� t F F. 20 / . 9 i ras�G.F m e, i_I 4 s 6 2o5.a I m9- 6 Za6.9 �Or A r J i 2 /O.7 /� 1k � J � R G F 2// R �� ' , 2 2 ,. 4 ,: -- G z ( � �.. - L II p 5 ) I /o2.la' Z/Z 2/7 G. 208 JG F 208 ow zoo o� �r2i �i2 Qll 2°4 - IF I G 3 ✓� E55 r a �: J 22 24 I 5- / I W USE ryPE rVRLt_ . YY coo 0 L 63 �,f• 21" o fro /. w »� s �ze< -�: r A� X v Z/I �2 CvA _ - - 2o I s > a_o., sE 2 _ - -- EN s o !? 2 �,' • wpm 0 ' - � 3 r A _ - A 2 - / e 11 I (➢ p QUAIL _ �. _ N . N� ti ° m Gpu & I �f Gtr ATiaN } h ' MIN. A orr p , •4,•.•• , 6 33Y. A (M 9 , 0 FOR ENTRANCE - ON ION RE rrn„•► U $ECT/OND TO IMP OVEMENT - - - Tw nm �n■ m ■ u ~ n oro■ •� L 105 Nor ro Sc ALE i 57"RuCTUeE .OV✓G NO. �2 Z e '3 _ 1'`ttnnnun uanuu r ■r ■Or _ ^ �/ nnr rn�iynrnr 1 3 1�^ ■2 / %•unnnnn ,.rr IO / -ICi m I I -- -- -- _� /s -- -- -- T - - ' Rai -SIL - - Z14 R/W -- - -- -- -- -- X cLEAhI - iJ�' /Mf'A'rJ ✓F M�i\r75 r /4c1� /ZcDrvlrA r< I / 6_ zor, /3 _ In ' ✓F QT /C "qL <_Onr7 k /N TN15 AREA I l REF6.2 7tj /MP,pO ✓E.HE NT nIFAo.//n/G I n _ -� AF; IQE Exl TINS [DR IVE oFE - QU No 3�G/ .. A �,Lr�:,vE /. ° E 2o�eo S.C. /43/ ±/ 215 -- - �� �` O�� ��! I lk . , 2i5 - 0 'I/ ti �`� p 4 REM C ~� 9 G �' �• U ix PP. / IN 32133 EXI5TINU R.O.W. t P. 17/31/88 CIVIV rill vAQ/�s 2O ' sz sue' PRIVATE CONT ' - /eo \4r/ 1j1 PERMITS MET CITY OF ENCINITAS,CALIFORI SECT /ON -C -C ��� ENGINEERING DEPARTMENT fMEE.Tt /`.30' NO2 /Z. e' vEaT REZONE PERMIT NO.___ .3 - � 3 - 200- /75- oh e - -- EROS /ON CD POL /v7 PLAIV_ AOe D �I SPECIAL USE PERMIT NO. 1C'T4//vrnKs ay.7 -_ -`?� - iC'= T"{,.„1NC= WALL Pee N O A•'taO c.-Z - QS.. -Z ti: TENTATIVE MAP NO. QUA I L 195 - - -/ L-/6HT CL195 / ?J - • • • " o •� - o _ - era - as P Cc, ecp� • C I T Y APPROVES CH S BENCH MARK L u���C� 7 SEE SHT ¢ CALIFORNIA COORDINATE INOEff 322 - tteb5 _ W ° - -J FQQ DE TA (LS Z TON KiP- RAr No. Oncripl o■ Approved by Dow /90 - 386 SKr 4 27C .' DESCIII►TION: BRASS DI SC SET /N CONCRE AfOWMENT C ITY e�� NEC[ a �,,..e, e0 «t t GiETA /L S COUNTY BENCH ,'y1ARK AV GC 0127 = LO.1(5 _ sECr1ON -A H ' - LOCATION: O.SM/LESLYJTf14LQV 6 EL C.?M/1UOREt7LF,Qgf1 1CNAlO N K.L. 921 O SECTIO/� B-B INTERSECT /ON M/ /TNENC /N /TASBLVD u�+ mc 30 NOR /Z . W W 8' ue2T RECORD FROM COUNTY BELLY/ LEVELS Z [ r , ,sdom ELEVATION: 24/360 DATUM: USCfG: S. 111IN1. onrE- 1 a Z � I FILE N0. NOTE: TINS SHEET FOR �'OSION CONTROL OIL Y�F� ��?�° 0 2h q � � Z w,voegnv P 5` tiG P`v ti � Z� ti �0 SCALE: _ / 30 LV top" �p o IsEE csrA/L cower car Z h 6 �ti��• 2 ��' S �� ti ��cc �0 N/AC O L GUN /TE SWALE �� RETA / h' �' I 2 �i, 5 SLOPE 2 1, E 2 20 ( SLOPE • + G� 2 2 ti 2 1 2 v 2 tih (' ti 5 sLo� v WALL h Vl' P MAINTENANCE '<� I� �' I �� MAINTENANCE EASEMENT 2� p � r C� 3 ID //V ra � No SC4LE Z L '�' VI (. v'' L V . (. �. 5� c 6 Z ( P —�— 1 EASEMENT d• r' _ -- — -- - _ _ iNT �1VANCE .b .L.73'S.B F.L. - "/ 2 // �" 2 Roa/s f1iGh L235.10 IF.L.235.7 FL.23 . L /NE /� // � a• I % 2 � I N � tC I 220 � � r q4 /C /NAL GROUND 6' -0"MAX EE e SLOPE T.W. ELE N MAINTENANCE �— F. T�1B 4, _ F Z c� M _ r Gun//TE SWgLE EASEMENT ' — - I � 1 FF FF F 2/O, 4 rob) (SEe oe ABOVE) G.F 'eso C_ZE to N ; ( / 27G a F f sp. G. -- 20 C rY�°h i) EROW LY7CM <. a5/lOMM 570. D 7S (7YAE 6) 230 _80.49 ZO Up - Ir �7 PROPR4ED "FACE l /9B - — !.. NG - t f0O1f SECT /ON A - A � •� ' : � I � I � ' • • .. .�� A '� 2 �° �. � � ° � �- -- ti � � ' � � NOT 70 SCALE u T ce6 GYJ7LE 1 22/. (0 7, u - v t �EB� 2` �• . 9 9 �. 1 1 ' / (220, fF e, MAINTENANCE I - °' 217 ( �' ... _ • �. - i _ � F.F 20 F 2 �� s- •y�s,�/95� ''� d'` �, �'4 _ - �', , / I 1 ' 6tOw DITCH L'0 ) K - Z/ 7 � I CZ'IF I a b- -_ N ? _y - - w � °' V: t+ \ d t! S ... �_'` -_ tJd 1914�1� - ice`, � ��"' ' 188 - - 79 unAi — O \ / I i �t q&no/c avr.tat IL o I ✓ ° I M Q T C f-/ L/ AJ E SEE S HT NO. Z //4.88' /t'x /2` (TYP.) O � 1 O + QL/ /CKSiT V1 �. I I -- -- T,CANSr7 /CV•/ SEE BELOW LEFT. FOR TYPICAL )t'JAEidZON CONTROL I ; I 20 LO "M EROSION CONTROL DETAIL 1. Zn case emergency work is required, contact _ I 808 MAHY at 454-0 (phone Me.) . I I gtmr I 2 MIN. 0, Equipment and workers for emergency .,work shall made available at all times duripf the.rainY s'o session. All necessary materials- shall ppe� stookpiled on site at: convenient locations ro z o" Eaet'iitate rapid constr*wtien of temporary der'tumsb wbem raiw is eminent. I r 1. Devises shown on plans shall mot be moved or I modified wlithemt the approval Of the Engineerinq C -3 WAt"s Less rHgN R` 4- 0 " TY.4�d7 WgLL. Z7i�etar. WA4.S G.r(Ar�,e TH / 1 4. The QVamltraetor shall restore all erosion control _ _ __ s� o" use rrn s WALL' devices to working order to the satisfaction of SANDBAGS the City Ingimser after each run -off producing raiaffsll. `� F S. The contractor shall install additional erosion control measures as may be required by the City 1 Engineer due to uncompleted grading operation or F p` 2L / s I 2" MIN, unforeseen Aireumstances which may arise. VAAt 11!! 0%0 '• IeekAaW � �: ) � � ! i. 4Ae eontluoter' shall be respe shall R61101• and &OpE, 0 ggCf/ AI take necessary precautions to prevent public TEMP4KARY s��s ON 4N SECT /DA/ B - B SECT /o/V C -C o trespass onto areas when impounded waters create �/, ( • asa>odous condition. , s' /•,vr m `cscE Nor 729 ac ACC k 7E1>9 a h = f f. * f+IP 12/11/N d T. All erosion control measures psavtded per the approved grading plan shall be incorporated E sslNOencs _ - hereon. i tIL4 .✓ - H /GIN ' PRIVATE CONTRAC S. Graded areas around the project perimeter must F2/7u@E GA?ADE drain away from the face of slope at the PERMITS (�/FMCµK fs NOAIPLAl� � CITY IN ENCINITAS, CALIFORNIA conclusion of each work day. H17 I /O ENGINEERING DEPARTMENT SHcETS f. 7111 renwvome �� ctive devices shown shall to .. A y ST B Tae ps �/[ T,4 /ON O /rCN �L /L REZONE PERMIT NO. in ylaea at '1c end of each working day whom -1 M - — EQOS /oN cr�NrzoL Pc An/s Foe the five (5) day rain probability forecast SPECIAL USE PERMIT NO. exceeds forty percent (40%). i i }t and ether TENTATIVE MAP NO. QUAIL PAR debris shall be removed after each rainfall. v �� _ SANOQAGS C I TY AFFIROVE CHAD KI®ES BENCH MARK 10. should gis=I Fatinm of hydroseoded Slopes fail to 2 ROWS' N / GIN QT CALIFORNIA COOIIDINATE INDEX 3 Or* Ives provide effective coverage of graded slopes (90i ouTCeT /NT of LoT N�. D«erirl A/pwM►y DMF coverage) prior to November 15, the slopes shall 7 EM14:�I� ARY GOT DE><CIII►TION: BRASS DISC SET /N CQNC,QET6 MONUMENT . CITY ENGINEE¢ FnFine.. of aw t be staUlllsed with pusm b*d straw installed in � S,oN CONTkOoL DET,4U TEMPORARY EROSION COU/VTyBE/t AZ 4 e1N0R LU)` „ - G aeeordlMee with Section 35.023 of the xrosion A10 �q� L O CATION: N /LE SOUTf/ALONGEL CGM /NOREAG fRO�/ RlCN4RD A. auglN, R-.e. sz�ss y and Sedimaht Control Handbook of the !fate K //VTERSECT /ON W /T�/EitC /N /T43 aL�O ��r"""'` W California Department o f Conservation. CONTROL MEASURES RECORD FROM: COUNTY BENCH Grading Z ...IM I — ELEVATION: 241360 DATUM: US.0 4 G. S. permit N 8028 G e. J (.p T va-re— Z W FILE N0.