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1989-9277 G (Plans)GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 • THE SOILS REPORT TITLED, "GEOTECHNICAL INVESTIGATION FOR GRADING PLAN REVIEW, CREST DRIVE, ENCINITAS, CALIFORNIA ", PREPARED BY ERIK J. NELSON, RCE 44102, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE -REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 'D.ESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - 094-3173 B. GAS & ELECTRIC - 6OO- 411 -4/33 SQ6.E E C. WATER - 753-00 D. TELEPHONE - BOO -411- 4133 E. CABLE TV - BOO - 422 -4 1 13 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. GRADING 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY 'OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHAtL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. n EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CE0,WC_A 1ALKEiT AT___.95 /_/44 1 (PHONE) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY � NGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY F05ECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. LEGAL DESCRIPTION SE CORNER, NE 1/4, NE 1/4, SE 1/4, SEC 14, T13 S, R4 W, S.B.B.M. A.P.N. 259 - 550 -07 SITE ADDRESS CONTINUATION OF CREST DRIVE OWNER /PERMITEE WARMINGTON HOMES 701 PALOMAR AIRPORT ROAD SUITE 120 CARLSBAD, CA 92009 (619) 931 - 1461 ESTIMATED QUANTITIES CUT 31,000 CY* FILL 31,000 CY* IMPORT -0- CY* * EARTHWORK QUANTITES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). * SOURCE OF TOPOGRAPHY - TOPOGRAPHY IS BY AN AERIAL SURVEY FLOWN BY SAN -LO AERIAL SURVEYS ON 3 -13 -87 WITH CONTROL SET BY NASHLAND ENGINEERING. SUBDIVISION BOUNDARY . . . . . . . . . . . . PROPERTY LINE . . . . . . . . . . . . R/W LINES ✓�n ,3I�v LOT NUMBER 1 I2 3 4 :5 6 7 8 9 10 g Sheet 2 . . . �? FINISH ELEVATION . . . . . . . . . . . . EXISTING CONTOUR "N . -- -..._._ . w 11 g « DAYLIGHT LINE . . . . . . . . . 44 6, 18 12 MI . . . y y y 19 17 16 5- 10 11 13 e - y i 42 20 .E . . . 8 b 41 22 24 25 26 21 23 27 40 .__ -� 28 DRIVE y . Sheet 3 3 29 38 37 361-35J341 32 3 30� \� SITE PLAN Scale: I" = 200' LEGAL DESCRIPTION SE CORNER, NE 1/4, NE 1/4, SE 1/4, SEC 14, T13 S, R4 W, S.B.B.M. A.P.N. 259 - 550 -07 SITE ADDRESS CONTINUATION OF CREST DRIVE OWNER /PERMITEE WARMINGTON HOMES 701 PALOMAR AIRPORT ROAD SUITE 120 CARLSBAD, CA 92009 (619) 931 - 1461 ESTIMATED QUANTITIES CUT 31,000 CY* FILL 31,000 CY* IMPORT -0- CY* * EARTHWORK QUANTITES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). * SOURCE OF TOPOGRAPHY - TOPOGRAPHY IS BY AN AERIAL SURVEY FLOWN BY SAN -LO AERIAL SURVEYS ON 3 -13 -87 WITH CONTROL SET BY NASHLAND ENGINEERING. SUBDIVISION BOUNDARY . . . . . . . . . . . . PROPERTY LINE . . . . . . . . . . . . R/W LINES LOT NUMBER O O EASEMENT LINES PAD ELEVATION . . . . . . . . . . . . �? FINISH ELEVATION . . . . . . . . . . . . EXISTING CONTOUR "N . -- -..._._ . FINISH GRADE CONTOUR . . . . . . . . . . . . DAYLIGHT LINE . . . . . . . . . . . . FILL. SLOPES 2:1 MAX . . . . . . . . . CUT SLOPES 2:1 MAX . . . . . . . . . y y y SWALES AND FLOW DIRECTION . . . . . . . . . 10 STORM DRAIN . . . . . . . . . . . . _______ BROW DITCH (STD. DWG. D -75 TYPE R EI N ) • • • • • • CURB INLET '(STD. DWG. D -2) . . . . . . . . . RETAINING WALL (STD. DWG. C -2 TYPE 2 UNLESS NOTED) DECLARATION _OF_RESPONSIBLE_CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS COMMUNITY DEVELOPMENT DEPARTMENT PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE CHANGES APPROVED BY: w DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ENCINITAS BLVD AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 6 SOILS ENGINEER'S CERTIFICATE CURRENT STANDARDS. - -- z_ TARGET - -- - - - - - d o CENT F R 30 -30- - I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- q/ O a 5' S' 20' 20' S', 5 ' I, ERIK J. NELSON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY J DAT ST V R. SIT I I SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- PE ` p ORANGETREE CT. CURB & I SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR BILITIES FOR PROJECT DESIGN. w 0 PEARTREE CT. 2 7 I I /GUTTE =_ NA k_, I 21 UNDER MY DIRECTION ON MAY 30, 1989. ONE COMPLETE COPY OF THE REZONE PERMIT NO L _ GQGVwO 12 r N/A SIDE` L MIN SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS { - --- 7 7 HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. / N/A C.. �do �4 "A.C. /6 "CLII AB FURTHRMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS MY WAY SPECIAL USE PERMIT NO. w TY SECTION OPINION THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR R.C.E. 29577 r - - - THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND TENTATIVE MAP NO. 89-033 PUBLIC STREET SPECIFICATIONS. ^l0 SCALE VI CI N I T MAP b QIROFE C ITY APPROVED CHANGES BENCH MARK NO SCALE I SIGNED: ,+r� e l �' PASCO ENGINEERING Mfc"pua" Approved by Dath �+ QL ° '_ (619) 259 - 8212 MODIFIED LOT GRADINGB DESCRIPTION STREET MONUMENT STAMPED OC 183 1968 RCE NO.: G yH /OZ No C044IO2 333 NO. HIGHWAY 101 = e ADDED RETAINING WALL - - - - - U hp ♦ SUITE A LOCATION. EL CAM INO REAL STA 253 30.94 BC 0.5 MILES EXPIRATION DATE: L - 30 -9 C/V11. .?! SOIANA seACN, a 92 75 REVISE LOTS 10 -13, 27 -30 -- 'dFOF LF01 ADD PRECISEG.P.TO SET Z3�� SOUTH OF ENCINITAS BLVD. Q AS BUILT ��y/p RECORO FROM COUNTY OF SAN DIEGO VERT. CONTROL �3�97 ELEVATION. 252.844 DATUM: LS.G.S. 5� AS BUILT WAYNP PASCO RCE 29577 DATE EXP. 3 -31 -95 PRIVATE CONTRACT SHEET CITY OF ENCINITAS� SH EETS ETS GRADING PLANS FOR: TM 89 -033 CALIFORNIA COORDINATE INDEX Approved ROBERT WARREN CITY ENG /NEER 111e1. 21 . 11 1 11t IW1 Do" E of werY WQY,VE PASCO EXP 31191R.c.E.29577 TM 89 -033 Pff 9277 G pwmit NO FILE M0. PE 331 Z 3 V N a � = N N O W = W W co W d. I, i i O E I , F=•- 1 7 0-73 7 ✓RE i - / /2./4' � ✓tip_ > V rw A/P s ro n SE C T I O N arch ,.-..��� ��� ?s ��� \, 1 R►'G J NO SCALE - _ E TA I L "A" - H 3 _. C T _ !300.9 � ~�. - - „/' i. M 1A/E SIE Q ra _ �� i F� _ X /9T 0 q.U� f c... _. 'vv4•`vvv 3- i _ - - r 0 60.00 8700' . l A0' Ek /ST AEEMOVCD ' POOP 15 $roe t �� - lYL NAL P kT.M �` W 7.7 D SH _ �_ w �_ 11.86 FPS. Max. ? , �R GeCOwr /vE MEnK. AS BUILT 19 19' 3'H/GH DECO24T/VE W a SEE SHEET NO.3 %J 1 ?�• I WAYNVPASCO RICE 29577 DATE EX P. 3 -31 -95 r y �T14/A//AA6 MIAf.(, I 'Sr9r/ NIOL( - /9x12 ar O OF .1AB.0 -t ” tw " C -4 " CONTRACT a PERM ITS (MEET J- I SECTION C -C I CITY OF ENC I N ITAS 12 '� =� ' NO SCALE DETAIL "A" \ REZONE PERMIT No. N A 2 T NO SCALE " " SPECIAL USE PERMIT NO. N/ dr` GRADING PLANS FOR: 0 -7111 7Y19E a " TM 89 033 CIEPlr1 =2.0 TENTATIVE MAP No. 89 -033 (c; CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORD. INDEX 318 -1689 FN. DMUyoom AppnmW W Due MODIFIED LOT GRADING & D(ECIIDTIDN. STREET MONUMENT STAMPED OC 183 1968 APPROVED ROBERT WARREN ENGI NEER OF WORK PASCO ENGINEERING ADDED RETAINING WALL Rrw Vcho C w CITY ENGINEER WAYNE PASCO( "H) 16HWAY NWAY 1 01 REVISE LOTS 10 -13, 27 -30 12 IOCATIDN: EL CAMINO REAL r t STA 253 30.914 QC 0.5 MILES E11 535 HO. H 1 � 111 EXP. 3 -31 -91 R.C. .29577 2 SUITE ADD PRECISE GP TO SET 1 -t3 / SOUTH OFENCINITAS BLVD. # SOLAMA REACH. CA 9 2 075 TM 89 -033 3Q AS BUILT �/� C-3-91 RECORD F119M COUNTY OF SAN DIEGO VERT. CONTROL L EIEVAT1Y11 252.844 DATA. U.S.G.S. etc -Z 11h GRADING 9277 G ry PERMIT NO. [f1 0. PE 331 !44 /�� 4, DECORATIVE WALL PER LOT 6 SEE SECTION "A -A" 2 2 - LANDSCAPE PLANS 7 FOR INFORMATION ^+ - 9LOCk/1N4CG n •`� ' LOT 1 `�� I rRETAI NING WALL PER A EX /STIAJG STD DWG. C -6 ?7 �,3 3'-0" RETAINING �/ o -% DITC H <J" � HEIGHT VARIES WALL PER C -6 /� (5-4" MAX.) SECTION E -E LOT 7 SECTION A -A ` -� � SLOPES BETWEEN o• < < NO LOTS . NO SCALE SECTION D SECT ION F- F - + NO SCALE i NO SCALE AR HOVE /72t L./.' OP EX /ST. META /N /AXi Mf4LL QEPIOVE 256tL.r OF EXIST.'BLOCIG NkILL - AtETd /A//AJG'W4U TO A�1Eh1C /N .._ :. _ _.. 14 si 1 �ccs 70 6,JWDE 01-I 4 A/ O MEM FORTrays OP �' ' -. D 2I5 aurT Affra/A//AM w4C45 _ H M r , I Pe& (-ETT699 BY ' ww /G9'JTOess 04reo • 8- �\ �' iv , c i = c : + ( Af1Y L.TO. Od : 7 - 215 :: - _. _lli - c_ I Q) /„ x �! rw. _ ���� ellfiti`e EX/3T. 15 I E173E/NEd/T F �/ Wn' J fJS.W- > 64.27• 2'4' 60:24' 9�7 / T , `'.9= 3LOP1!< ap a/ES 2.91. 6 3 /3..ST•W. t 319.6d W. 2 ' J . r � - ' qrw. t "— N F � F � 30/ J./A $ •w. - �� r �� z1 198.43W 1 - C 1 F ® E ® 0 _ - D a 3u� O ° 302 < A A t 5'n III W7.6aW(D 5r o f 302. .21 I � .3i6sr. . h 3alo.�r 30/ } ; 312.08. 297. ?8w. X715 -3,-; 4 / �-- 2 I �' (. 6 ' */Bl� A'.A /C PI CE 30 - bo.oO s i 13.55' A �" ? 2ldq r.D' a.� 301.9 �q GO. 3o E t ,.+� f 309.3 - J ' 9oe►_,, R C ST - 4 DR � ' • 11 � C J `� WI 77 T-20 Poo oa 7 N -- C - 3 � . { O h -rs "NIGH r N I a �_, , - _ � G,3t 'IT mot_ 4r'��6/.8q• r � I � � _ _ 1 ,MCTQ�. r E— * 309.9 ��� .v� F + F r \ B B „ sNe 301. �; 30'.5 • \v s z A _ 2. \ �4 PIT, 7 N r a N ( c 2^ r,c , 0 299 r Yj �r , f / - _ 2 , 16 9 j /) h n r-- �� _.. _.. F 5 /L� _-- s 7� '30-5.6" � - E'� � S SEE. -- tOF,R� �- el A -A ON SHT.2 (D h _ m 28i.5 i 7Ri— �._._._ - . r. T dTCH -Q= .86 .l• r �c. ty ; . .� • 9H 6C/. - -. - Po ` W4G r; m z - 4 - I f � cQVwECr O eeow a7rt/ TQ Poi � I raeM ACAIA! I O ov 0/° "m, /AV6 A001v _ N m `> GX/ST /fills BRL�IV dTCN 014 Es4T. Pee DOC - E©q/ /97 rL I :, � QOTE0 -2/ -75 _ _ ! t � ' �' � siS h/EG[s!IN►� /�T. 370eM � - _ lv�Rl'/ /ON d/ _ aICTION aT I Po« F ' t i < � 5' NMaA/ QCCORgT/ VE MC Td B r � � IYA.ICE U I LT I2 "x12 "NOS VG1Z/ES _ 2,1 t`1 WAE ASCO RCE 29577 " DA Y=D Md /A/ PHIGN BC¢M I I EXP. 3 -31 -95 COIVTAAC .... SEE SHEET NO.2 I , I I z . - 4 I >z , � C F _ P" r: , 4 3000 C _ Es E XIST. HT : L � >- �ki' L 4 c� G I n7.7/ t9 G F �A �— 1' t B F, u1 a o !%9 -' SEE SECTION G •, ya / A A ON SHT. 2 �,1� $ - _ emn z SE€ SECTION' t LOA ea. acN(see C -C ON SHT. 2 M AwexM :4 7 1 uf O F 68.19' 3.9 l 7 /• 8 96 CI 9 d 5 6 HORI ON RIVE ti P oil- `' t. co.00• •� v. n 60.00' � is Its X 6 C PItce — T�5' -4" TYPE 2 86TAIA/IA/@ W4 /'Cl SM. Dole. C -2 w 'PIPC71dQauRM NO. i -, a 6120W DITCH SECTION G -G NO SCALE o� -\\ 0 - RONX ar H PASCO ENGINEERING (419) 259-4212 535 NO. N1614WAY 101 SUM A 901ANA MACH, CA 92075 s -4 mr= 2 T 2 AW4 ME sm. awe. C -2 PERMITS >f11EET � ' a N/A I 3 CITY OF ENCI NITAS I iN I C I O REZONE PERMIT NO. 0 cv SECTION B-B SPECIAL USE PERMIT NO. N/A GRADING PLANS FOR: NO SCALE TENTATIVE MAP ND. 8 9 -033 TM 89 -033 al CITY APPROVED CHANGES BENCH MARK Ag W ONM CALIFORNIA COOR D. INDEX 318-1689 MODIFIED LOT GRADING & 06CNWTION: STREET MONUMENT STAMPED OC It 1968 A}tROYED ROWRT WARREN ENGINEER OF WORK ADDED RETAINING WALL Ems' +C CITY ENGINEER WAYNE PASCOW� Q REVISE LOTS 10-13,27-30 LOCATION EL CAMINO REAL i STA 253 30.94 ESC 0.5 MILES By -�- EXP. 3 -31 -91 R.C.H, 29577 P. ADD PRECISE G. TO SET � SQUTH OFENCINITAS BLVD. TM 89-033 AS BUILT ✓ RECORD FROM: COUNTY OF SAN DIEGO VfRT. CONTROL 1 ELEVATION: 252,844 NATUN: U.S.G.S. n+ -24 1Z GRADING 927 7 G PERMIT NO FILE N0. PE 331 B 244 2 eETAIA/IAIG aro. owe.0 -4 SECTION G -G NO SCALE 1 � LCJT f f- S'HIGH DECU¢4T /VIE 8LOCKW4LL ', a Ll/rE40f PERMi { TV GR.40E # 1 �.4Rd fRAM1bN I!E b �Ar -- 4.2= E a C I A T E CUe8 4AJO �SlDEW4LK S40 C ICWA. ` �TTEQ SHOWAV PLaA/S 3" POLYSTY2EA/E J P /NE LOT DRAIN DETAIL NO SCALE 12 "" 12" A105 TYNE G24TE 4AJO 845 1A/ . TOP CW G¢4TE v 649 690 - AW A •A EGEV4T/OA/4A/DLOC4T/C(/ S 2 2 ' - DECORATIVE WALL PER HOWA/ OAJ PL4AI. L orG ` X011 Mlpi►AfN16rV I LANDSCAPE PLANS 3 "R:YYSTY2EAlE I� E 3'- 8"WrdluluG 3 "TEE. /A/VELZT z W44C Pee C -6 SHOWA/G11J /q4A/ LOr7 SECTION A -A SECTION E -E SLOPES BETWEEN NO SCALE LOTS • NO SCALE <,_� fr ro o , .. ..... _..... _.__ ......._. .. ..._...aa. .._._.„ f£; i+: ^ 7uFrTQ Wacc k' '"�1's�„P " `'-� P✓p a�aPr:,iA £; saw, `��a� ;.,3P :�„`j`s`?�;;. <:?.L:'f":a :t ta'�L''�`: :xl,�"' 3 t..'�R.; "_� a >F' - 1 _ . `,... . _. e $ d,19 t. i`�'7 %U•k" 'F^.•xza dare- .r.. mr+�.«.... -- "'6e: ".:<�,»,:e' _..__..., ._. ... ... _..._ _ .. ....,,.mZ EX /17 /AN ^ d[.00A:IIkIL,G � 1 1 QXIsT /uQ �� ulAlC� D -75 'Nft P7" 00 017CH 289 OOTW f8 r± 2863319q! �8 .33,`HW. - I l I I ?89" b - 'f -�312 'Q v HIGH MCcWdr /VE Nkk'.0 SECTION C -C NO SCALE 4'H/GH 0ECO,PI7T 1VE FEAICE 1 1 csa./; _ _ � rU� ��p; n N Ar \ 9 1 I { __ C �- '7-- n ' 3R -A �8 ?� MCI 7 Al "h� �� Fby { J _.. 3 01.90 ) F. 299.5 F °i OFF F 1 12 s ? a ° �`� \ ✓ I 287.66T.W 2■ p,� EE 30 1.40 Id' 299:OOPAD F.r 5 • fP °j S �C A 292.33aW waI/ II Pen - t \ g 0' 1 H.P W �2Vr.��."_._ -,t�3 '��- � � 294.87 0 m �jO j /. ,q d7CH 61 17 � � " � vGTYPB ; � � g 'i \\ 30 .97..1 V Jv .szE. CTION 2RA 29'f3 "cH4vcE _ 296.20 F.F. ���IL' �9�� 269 E NO SCALE t W = I I. B I .v I / - , _ } 95,70 PAD 2- 10' IL DE T ". I L 1W 3 02 t ©© a ' 295�20FF. ►0 LUG 2 -r -s rO la "PIPE �Iry �1 —� -� _ H / -6b 282.3LE. Y� y e - - 290.5 T.G. • . ��� 294. O AD S 25 00 11 9^ 303 / 30L l o a 289. s ZE. E u_ _ r tt :�tG7.C1t?' __._........ 303.1 H.P. + 251g.7/{p ai ." s t()`AAIL?12'� 285.00TW f \ \ EiK15T 7� \ 2 4H.P �� 44 �E SdEESd�L HP. lllyyy 1 ? .678 \ \\ CV � """`", -�5 r•- "- -_... f n P,20P.20'SEWE2� � CF /� � : ' OL ? 6c� C _ .. try O0 „ p er -- -- �- -°-- -- � w - . -r •- ; --� -. _ � i °`. exd ' 6 F. Sd6" sG.XwF'ti✓'v t✓ _ _ -. _ a 3 e'R�v � M✓t L/Mm!'.f aei.XPY ;.Ff 7-CH - - w� v -I1•86 F1 . tai,4XW. 4'HIGH Gt<COEOOrrvE hIE7kK,. IRCA/CQ � I3 © AS BUILT � COMMUNITY DEVELOPMENT DEPARTMENT SEE SHEET NO.5 CHANGES APPROVED BY: 4'1-11GH 0ECO24 TIVE - t•� 3' FEVCE V/ul i i =4" My 2 1 40 d WAYN ASCO RCE 29577 DATE l2 " "l2" lO'TYP ft710 /u /AAS WGLL I �SPC.AdFI NWLC. Q EXP. 3 -31 -95 c i - PWAI Oro. open. C -2 t'H/OH C -4 W — P _ rem 4 ° E PRIVATE CONTRACT W a // le "sc'P w IwECC PERMITS Z� _ ENEET 6"PL4S --r P 612 ?,� I CITY CIF ENCINITAS 12 I C9 COA/C¢.ETE LUG FE¢ 0-65 3 DETAIL "A� \ REZONE PERMIT No. N / A 4 I iNEETf W a - NO SCALE . " SPEC IAL USE PERMIT NO. N/A PRECISE GRADING PLAN FOR: 0 9 D -7E3 1710 d / p °~ TM 89-033 l8 "¢.CPI TENTATIVE MAP NO. 89 - 033 APPROVED CHANGES BENCHMAR .. o -7s CITY , rYPE "a" ' Bt2CANOITC14 Appsnd M, Deft ! CALIFORNIA COORD. INDEX 318 -1669 SECTION H -H OEliC11NT10N. STREET MONUMENT STAMPED OC 183 19" _.__ PASCO ENGINEERING Q3 AS BUILT `�� (� APPRWED ROBERT WARREN ENGINEER OF WORK NO SCALE (sis) ass -salt G 3�j le C Y ENGINEER NEER w WAYNE PASCO 535 No. NwNWAY 1 LOCATION: EL CAM REAL r STA 253 30.94 SC 0.5 MILES BY 4 `' o ' EXP 3-31-91 R.C.E. 29577 SUM A •oLANA •ucN, a • :ors SOUTH OF ENC I N I TAS BLVD. RECORDFnOR:QWNTY OF SAN DIEGO VERT. CONTROL TM 89-033 ELEVATION 252.844 DATUM LLS.G•S• �g PERMIT NO 9277 G i W FILE NO. PE 331 MA e. 12 "K l2" A/OS YGQD 0941AJ\ 1' H /GH BERM ;�5' -4 "TYPE 2 SEE SHEET NO 4 Fee$To.0 - C � "Q /G /D ; f1✓Q STD. OWG. C -2 O a it NOTE: FOR LOT DRAINS, SEE DETAIL ON SHEET 4 p4asr/c P/ PE _ice Pip BQOW O TCH tMgGG LE. l' s1 /rC /E OF " x pp _ z � ( 2 : t ( 3 3 3 F r s i °' SECT IOJ G G 1 - l.9 st y�, 3 1: - 3 m i NO SOLE r 1�.02' �: OT•G. 11 � d � mO mo w.w..- a- ExtTrAt� m 2 g 2■ 1 30 09 I� I TO r•rca z� ' ._..__.....- u--- ..._.__... � ('"� ,-� •v �y re � � � ail 6 21.00 , t2,OQ 301. 301.70 q 1. 3 6" 1� p m 51E 2 .a F,F I Ilp. fit. �r tip: , 2$9 301.20PAD m I , 302 OFF, , � 30D �''� , 30!.37 3 0 0 ' � " ±I 1141 H.P t8� 'J.6 ZO• 30 .10PADI o271<f �� - "' 2 „ „ 1- ' �/ I M4F tp 1 r ,, 5284 1 -A I G � , m 302.10E ti a Z309 - I U2.8 4c a■ a■ 7 $ orb _ s eM. 3 F 1 1. 3 '° 3°° z�, -�l r Q 3� j I j 1 R c I �. 39 =� " 6 ,� 'J r. 3 w �� -' 284.90E F .40FF. v "' YG /D sn_�1 _ cow G P 284.40PAD 283• M \ CH 1 / -$ _ Z ' �� III H.P. t�P i r I ptJ _ 18366T.W. 4 1 21000' Lb 0 294.40F.F , o �* 8Ca F.F. > ! _ 1 ' ,• - ts d 7e 38w. I + II rL E9 � * 2 .3 ZS a 2 89.70F. F J - G ( L J C 0 .b -�j � v N289.20Pf4D .40PAD zi 91.20FF 28f t _ Snell 300.20FF L ce _ 2 C 3 299.70PAD I� 11 '± 1® 29Q70PAD �r ��' 3 R- _ , 2R - d � A �I� i cy rt1. . / �-� , � __ 4■ T -i _ I N f � I` -t - - � I 1 tz. ..- gyp' �1 1 ' OFF ' t ` w t ' a yj� ti +t' / •�• oorw. Iii 0 4/ J h �I o N �, ' a 7QAI (� l y P d 1 2., 211 E c I a E - C �. 'P pry 1�1 3S ' II � j/ � .I 1 K'• -4 I i 2'waccc�� X t4Lif !ZZ 1 _ ` ti �• f 297.00F. 3$3X \\ I �1 LS,t N a a o SEE SECTION} r 3 -B . T. �►�r 29/.Il \289.1 s T6. II I I 5 �\ R FAC�at,_,:...w a ell 297.70 D 3� C4 0 C --CI ON SHT, 6 f n !l ilk 2 z 7 283.8 1 t7a33T.W. ;t 4 \\ 296.9 2 �� �. X111 \Dr�4[ IDES �7.1'� Z ,: g.. _ 2730oQw.• c pl F V (q Q /GIO fYST/ FE I ' 3 ` rJt 4� LO �� .t7t.7LE. a r ti 383•! k _a, J 3.6 l M ,✓ ^ _ t Ib � \ ■I" t � �< � � ' � � � � � V a � � � 30.21" _ I h w r ` . Ff " F R 1 i I �/ o •- 2$1.50PAD 1 I t r "0wov 0 _ j , 1 2 �� �1.��1• b 7 t8. II It 275. TW. `- J, \ 2g` I 2°�0�� P , �o� �a / , - 3. , i 8 °� 270. w. - 5 a � f IAN qz) ill / '( N °u i� ^t, } MI l' i• �` 2 0 268 338.w h x`°71 S k o1 I� 0 • �t)a Z ti << bQf I0 b+ - - Z N 3 N C y �`.� �■ t} Z78.4S.E• t• 1 qb• b In ` 1 - 'b J cis ` E`Xt!sr,, � 41D I?' y ._. '� 3R C 2 -A t 284.40FF c f 1 y 1� 283. PAD- -- �, 1o `� 23.40 F � � T t 90 A I �' ,;; y o i - °�BZZQBQ►_�"'Z� I F:F F 'p I 2 7.00ew. �� • } 295' 5 , c' 1 - PP w r T19 R. . rZ f r o . g 294.30F F. �, ' 29270 F. F. I 28970 FF b 282.90 r r + 2 OPAD _ w 4 >. 292.20 P 289 20 PAD -c 3 TO I PIf 0 ti - ! r 11 A -A O�dT, tai ,, 1 1 .4 1 _ -- SEE 7 SHEET NO 27/ 2956 66T.W. t J ` i 26(1033 B W. Z agoW, DITCH Q 77 CPS, « Pool m v . r P 18G�.4' faO.Ud` 6O:OC3 GP.GI: 31 a , v vi to 301. O _ • ;, f a coNNECT Pea° ©moo e+eow 109tH, , r 1090 roe".9T/A/e aim DITCH r±' M of 1�� � oI * 4437 C3iN c ac �O IL Cry ; Caxf7 0 5-2P 75 ' ... 001 To O JU IOlJ n / U / i � � ' ZI: Pc701 � 2710 . . 'Q'HIOH 0ECO2arluE j Pool 1 „� METAL r6AJCF- S BUILT I COMMUNITY DEVELOPMENT DEPARTMENT ` 1 / CHANGES APPROVED BY: Wd&dv-v- / S/ L/;1 Z I WAYNV PASCO RCE29577 / 15ATE EXP 3 -31 -95 W I IIIIIIINIMATE CONTRACT ' 3 =4" 7YM t ¢ETi7/Al1A �T Z O o iwECC 12IS1e svD. owe. 102 PERM A S I """ I CITY OF ENC IN ITAS I 12 Z I REZONE PERMIT NO. I W T ION B SPECIAL USE PERMIT NO. N � A PRECISE GRADING PLAN FOR' O NS SCALE U eIa TENTATIVE MAP NO. 89 -033 T M 89 -03 CITY APPROVED CHANGES BENCH MARK •. � of 09 = ■� ARw +nlb 02w � CALIFORNIA COORD. INDEX 31$ -1E+59 Q AS BUILT `_ OEECRIPTION ' STREET MONUMENT STAMPE OC 183 1� ED AFF1 ROWN'T WARREN ENGINEER OF WORK PASCO ENGINEERING CITY ENGINEER WAYNE PASCO 19u1 1 9109 No. ■9o"WAY IATI EL CAMINOREAL i STA 253 X94 "C Q SY 5 MILES vC � 1 • / *7 Q EXP 3-31 -91 R.C.E. 29577 ' Mwwv al 1 KNI: SLIM SOUTH OFENCINITAS WVD. SOLAIII WACM. CA 92076 AEC6110 IRON BOUNTY OF SAN DIEGO VERT, CONTROL M 033 EIEVATI9111: 252 DATUM: US GS• GRADIN IT No 9277 G FILE N0. PE 331 14.]7 SCALE T�40' AO ' O 3 /5.5 3 15.5• S' S4AJ084G5 FLACED AT c4ce•V 1A/G OF AC.0 LOTS AAJO 57 - TY R STREET & LOT EROSION CONTROL SCALE 1 "- 20' ,j LULB IN6Ef GUTTER OOE/V*16 Zo • �iwes 20 s Z 1 L, SECTION A-A SCALE T -10' A, JIM Z% rr � v v v > v v v v I I > N > > > > > I a > JIM Z% rr � v v v > > v v v v I I > N > l >f > > N v v Y >- a > HORIZON DRIVE ; r� > > So • rYP. LEGEND SUBDIVISION BOUNDARY - LOT LINES CURB LINE DIRECTION OF DRAINAGE Z %' SANDBAGS GRAVELBAGS��� CURB INLETS (Per D -2) ❑ 18" R.C.P. — — — — BROW DITCH (Per D -75) C� NOTES: I. THE 40 SCALE SITE EROSION PLAN SHOWS LOCATION OF SANDBAGS /GRAVELBAGS ONLY. ENLARGED DETAILS OF STREET AND CUL -DE -SAC SHOW PLACEMENT OF SANDBAGS VERSES GRAVELBAGS. 2. ALL BAGS ARE PLACED 2 HIGH. $I CUL DE SAC EROSION CONTROL SCALE 1 " =20' II PERM ITS REZONE PERMIT NO. N/A SPECIAL USE PERMIT No. N/A 54AIDI54G5 4T - ALL FL21METEz TENTATIVE MAP NO. 89 ,47 EDC.6 OP BROW DITCH CITY APPROVED CHANGES BENCH MARK N6. Dtlaop16A AMrev6/ by One OESCRI ►TION: STREET MONUMENT STAMPED pC 183 1968 P'ASCO ENGINEERING (619) 299-0212 LOCATION: EL CAM INO REAL I i STA 253 30.94 BC 0.5 MILES 596 NO. HIGHWAY 101 9U1TEA SOUTH OF E NC I N I TAS BLVD. SOLANA BEACH, CA 92076 RECOROFROM:COUNTY OF SAN DIEGO VERT. CONTROL ELEVATION 252.844 DATUM: U.S.G.S. �l. PRIVATE CONTRACT 1EET 12 1 6 CITY OF ENC I N ITAS tMEET$ EROSION CONTROL PLAN: TM 89-033 CALIFORNIA COORD. INDEX APPROVED ROBERT WARREN CITY ENGINEER BY jj M 11 c. 318 -1689 ENGI NEER OF WORK WAYNE PASCO� A Q p EXP. 3 -31 -91 R.CE.29577 TM 89 -033 GRADING 9277 G PERMIT NO. FKE N0. PE 331 c c a UI 244 >f > N LEGEND SUBDIVISION BOUNDARY - LOT LINES CURB LINE DIRECTION OF DRAINAGE Z %' SANDBAGS GRAVELBAGS��� CURB INLETS (Per D -2) ❑ 18" R.C.P. — — — — BROW DITCH (Per D -75) C� NOTES: I. THE 40 SCALE SITE EROSION PLAN SHOWS LOCATION OF SANDBAGS /GRAVELBAGS ONLY. ENLARGED DETAILS OF STREET AND CUL -DE -SAC SHOW PLACEMENT OF SANDBAGS VERSES GRAVELBAGS. 2. ALL BAGS ARE PLACED 2 HIGH. $I CUL DE SAC EROSION CONTROL SCALE 1 " =20' II PERM ITS REZONE PERMIT NO. N/A SPECIAL USE PERMIT No. N/A 54AIDI54G5 4T - ALL FL21METEz TENTATIVE MAP NO. 89 ,47 EDC.6 OP BROW DITCH CITY APPROVED CHANGES BENCH MARK N6. Dtlaop16A AMrev6/ by One OESCRI ►TION: STREET MONUMENT STAMPED pC 183 1968 P'ASCO ENGINEERING (619) 299-0212 LOCATION: EL CAM INO REAL I i STA 253 30.94 BC 0.5 MILES 596 NO. HIGHWAY 101 9U1TEA SOUTH OF E NC I N I TAS BLVD. SOLANA BEACH, CA 92076 RECOROFROM:COUNTY OF SAN DIEGO VERT. CONTROL ELEVATION 252.844 DATUM: U.S.G.S. �l. PRIVATE CONTRACT 1EET 12 1 6 CITY OF ENC I N ITAS tMEET$ EROSION CONTROL PLAN: TM 89-033 CALIFORNIA COORD. INDEX APPROVED ROBERT WARREN CITY ENGINEER BY jj M 11 c. 318 -1689 ENGI NEER OF WORK WAYNE PASCO� A Q p EXP. 3 -31 -91 R.CE.29577 TM 89 -033 GRADING 9277 G PERMIT NO. FKE N0. PE 331 c c a UI 244 LANDSCAPE 1EYELOPER . WARMINGTON HOMES 701 PALOMAR AIRPORT ROAD SUITE 120 CARLSBAD, CA. 92009 (619) 931 -1461 LANDSCA ARCHITE(Me NOWELL - THOMPSON A.S.L.A. & ASSOCIATES, INC. 1747 HANCOCK ST.,SUITE B SAN CA. 92101 (619) 542 -0995 VICINITY MAP J r ARCHITECTURAL WORKING DRAWINGS CITY OF ENCINITAS N.T.S. SHEET TITLE TITLE SHEET IRRIGATION PLANS PLANTING PLANS PLANTING AND IRRIGATION NOTES AND DETAILS SHEET NO. 1 2,3 4,5 6 n SHEET INDEX FOR* PERM I TS ��5510NILL (tr_ r H = H v cats \lf OF CAL Is Nowell - Thompson! ASLA & Assoc, Inc N•, LUW Plan dRg 1747 Hancock Saes San Diego, CA 92101 619 - 542 -0995 CITY APPROVED CHANGES omnptoa ANn W by Om REZONE PERMIT NO. N/A SPECIAL USE PERMIT No. N/A TENTATIVE MAP NO. 89-033 BENCH MARK DACNIPTION: STREET MONUMENT STAMPE OC 183 19§ LOCATION. EL CAMINO REAL r STA 253 30.94 6C QS MI ES SOUTH OF ENC I N I TAS BLVD. RECORDFROM:g.QUNTY OF SAN DIEGO VERT. CONTROL ELEVATION 252.644 OATUM• US.GS. u PRIVATE CONTRACT >w�ssY f CITY OF ENCINITAS I ww2'. — -- TITLE SWEET TM 89 -033 CAI. FORk A COORD, INDEX 318 -1669 TM 89 -033 ggjl? 9277 G ti F11 N. 89 -019 *WT. so, NM - to . 0 I a I I ' - 311 OAw �,p r.µ •yl 319 ? 7 W 30S} -- 311 no --,� -- 4 3l9 N% r I. 311 0A II n • ��• 4;92/w L_ � - 3 I w• I O 370 0 44 - 3/O0 r I 1 1 1 11 p 309 .• I I� I 309 jig 0r P 0� d .Colo' 7 '14 rr _ 1 I I I Q P •I t I 1 11 I L--w-41 I TO Q4 OPP3/TC ANQ 9d&10Vd I''QTIONS O/ CXIST WACLS fl!a! (CTTClS C-C incY J7'OA a , INL aiTCO 10 - /3 -AG JAMAICA A4y CTo OIaTLD 5 - -87 /5 C 4 BUPrLQ -X /5T 7 ' - 80' f 304 F IT II I F d l zr L I _ 81 46. �t - 7�- . ZIP M \7979 L• CRE r" 71 /9 7: " DR. 10 .300. L • i7 4 1' /37 14.64 C iP6. i ti 6/89' / 9 s 1il I aC1.�U' G/6 tt g it � I 110.00' + I X 300 8 I ( in �l G ;> F l.3 3099 c•/999 ZOO' �fl. 3'7`/_ P 6 I5 i '°Y - ® N w I u — J ° > t:/ V v v r - -- - o n FW1 cy- O 300 : 115 MATCHLINE SEE LEET 14 7? /7' 14 IN \ // [; Q l to \ / I iN I OF � 1 1I P10UP !3 • ST(ACM 9 IAJ G3MT. A! PIAIAC. MAP FA ! 7rW `Z t1o e.w 28e. Tw I��c� rey.�bew off M-y jTw tv 18/.eAw v, loco 'M 7 &.' �N O� TAIL "Al AEMOVGO BROW DITCH Q•77CPS A Nowell - Thompson ASLA A Assoc, Inc I . L.uWKape Awhkeme Land rAnning 1747 Hancdck Sweet O San Dkp, CA 92101 Z 619 - 542 -0995 cr PRIVATS CONTRACT z N PERMITS N/A I E1Y$ CITY OF ENCINITAS I f Z W REZONE PERMIT NO, W SPECIAL USE PERtA IT NO. N/A IRRIIGATION PLAN Q O I TENTATIVE MAP N o, 89 -033 TM V�7 Q -033 Q o��sswlutt�,la CITY APPROVED CHANGES BENCH MARK ��NOYPSgr I�� w CALIFORNIA COOR D. INDEX 318-1689 % s 'ro O(KN1FT1011 STRE MONUMENT STAMPED OC 1 1968 N y d ` Siloam LOCATION EL CAMINO REAL i STA 253 30.94 BC 0.5 MILES „ 45 �P SOUTH OFF_NCINITAS BLVD. SEE SHEET 6 FOR IRRIGATION NOTES AND DETAILS. 9lE OF CAL�FOP� RECORD iR QQU NTY OF SAN DIEGO VERT. CONTROL TM 89 -033 SEE SHEET 3 FOR IRRIGATION LEGEND. ELEVATION. 252.844 DATUM: U.S.G.• GRADING 9277 G , PERMIT NO. —� FILE N0. 9"10 ' W e I v , , 1 1 01 i� Qv —� C f 0 i t W. :::�I, 14 � E Ci $7 10'4AID12' JOG 4E ESMT. ,,, 6 � '\�1■1■1■�r1�M� ■1 ■1■I■1 ►■I ■1 �■1 ■1 1 ■1 ■1■1■I�yAI, ■1■1 1 ■1 ■1 ■1 � r — _..II - - --� I O 'V 2 % (42�,�„�, o '+ d / T $• �,� �ti F • . I . /, � , l3 os' 7 1989 —, ���..y _ „_- y � - _ -- � x`71 . - -•Q� W v F3 $ / � 1h > 9 7i' I > 609 f � HORIZON DRIVE r B82' 6000 3934' 00' 60.00' N > I > I / I N I > 4 se} —­L 8 1 1 }- � r E SECTION I - -� Q a A ON SHT.2 � > J 1 ON e p \ 4006 7C- �coo P0 4 R►f 68 1 9' !� 12 � m 1r N X 5 / �5- I / ,I I N m G �qh Ir -9 r '� I I I I I I Is, I I 0° Q � Q A 4 0 O a L E (aa E. D SYMBOL DESCRIPTION MANUF. MODEL NO. PSI. RAD. GPM. 0 SHRUB SPRAY TORO 570S- 120 22,,55 12' 0.7 O SHRUB SPRAY TORO 570S -12H 4 75 12' 1.0 N N SHRUB SPRAY TORO 570S -150 25 15' 1.0 SHRUB SPRAY TORO 570S -15H 25 15' 2.0 O SHRUB SPRAY TORO 570S -4'SST 25 4'X30' 1.2 6d SHRUB SPRAY TORO 570S -4'EST 25 4'X15' 0.7 O SHRUB ROTORS HUNTER P- SERIES 1 43 (NOZZLE)o W PSI X69 S w 180 UNLESS OTHERWISE INDICATED ' AUTO CONTROLLER HARDIE HR -6100 6 STATION (WALL MOUNT) IN &Apo ® AVB BACKFLOW CHAMPION 262_ SERIES (LINE SIZED) ® ANGLE VALVE CHAMPION 200 SERIES W/ AA- 466 -100 ACTUATOR 04 GATE VALVE NIBCO SCOTT T 729 (LINE SIZE) — �F — CHECK VALVE FLO., INC. 'CV'- SERIES - (LINE SIZE) ® WATER METER (BY OWNER) CLASS 200 PVC LATERAL LINE (BURY 12” MIN.) - -- CLASS 315 PVC MAINLINE (BURY 18" MIN.) _ _ = SCH 40 PVC SLEEVE (2X DIAM. OF WORKING LINE/ INSTALL PRIOR TO PAVING) INDICATES VALVE SIZE INDICATES MAX. GPM. @PSI. 1 60 GU' 3I3 3 3 ti_ m N N N tai N a MATCHLINE SEE SHEET 2�' ���� ■1 ■1 ■ ■1■I ■I■I■1 /'�i ■1■Inr�� Yt ■I 1■1■1� r I I" M � N , > z4. i New G I I SEE SECTIO .d AA ON SH1. .,,I Mgo Vti NIN _ I T it 1 5 I 1 6 6 i 0 I� >- � I I ati Q' � DI � `' •nab. v� 3 - N vv iTORM ONO /N VAT/ON /A/CET S /ON sT1tUC7[/R6 EX 15TW6 PowE2 049tZ • TO CC JW"CA/ED r i rez 3 Tw I r770aw ts/ s rw 2760 sew N N ?720Bw tea 3 r w. nn - 275OSW J% ° "/ •w J.& J,IP N/ 7tiseu�fr Ve II If1 s � / 9 6 w l �1DGIEG3,M� 121 C _ Z71 7 rW 3i6 4� lST/AJG POWER /`ttt Z7/ ffi rw E 9 aE 41EliOVEO / r"tsk. Z7/. TW. - — &kW arch/ - Q = 7 7 C P5 r6al�� V= I / 86 PP5 M �/O 'BTOfLYf Oe41AJ EBMT PeA2 OOC +75-124370 - D4TE0 5 -2/ -75 L SEE SHEET b FOR IRRIGATION NOTES AND DETAILS. SEE SHEET 3 FOR IRRIGATION LEGEND. PERM I TS REZONE PERMIT NO. N/A SPECIAL USE PERMIT No. N/A \ONAL(g ' TENTATIVE MAP N 89 -033 0 CITY APPROVED CHANGES BENCH MARK CO. em..ow AWwd Of Ow - DEIjCRI►TION STRE MONUMENT. STAMPED OC 183 1966 LOCATION. EL CAMINO REAL r t STA 253 30.94 BC 0.5 MILES l F OF 0 A ` \ F O P SOUTH OF E N C I N I T A S BLVD. RECORD FROM COUNTY OF SAN DIEGO VERT. CONTROL ELEVATION, 252.844 OATUM: U.S.G.S. 9 r i BB33=� I N l 2 1 73T.w 2y ?720Bw ��� P7a.3Cw 770 048. w f7f 3 Tw X69 S w Z73 T I& ' ?68 V ��SCD sroCM DR41N trsM T ?7Z3TW ?670a w t7r. l 7W r6 aw If1 s � / 9 6 w l �1DGIEG3,M� 121 C _ Z71 7 rW 3i6 4� lST/AJG POWER /`ttt Z7/ ffi rw E 9 aE 41EliOVEO / r"tsk. Z7/. TW. - — &kW arch/ - Q = 7 7 C P5 r6al�� V= I / 86 PP5 M �/O 'BTOfLYf Oe41AJ EBMT PeA2 OOC +75-124370 - D4TE0 5 -2/ -75 L SEE SHEET b FOR IRRIGATION NOTES AND DETAILS. SEE SHEET 3 FOR IRRIGATION LEGEND. PERM I TS REZONE PERMIT NO. N/A SPECIAL USE PERMIT No. N/A \ONAL(g ' TENTATIVE MAP N 89 -033 0 CITY APPROVED CHANGES BENCH MARK CO. em..ow AWwd Of Ow - DEIjCRI►TION STRE MONUMENT. STAMPED OC 183 1966 LOCATION. EL CAMINO REAL r t STA 253 30.94 BC 0.5 MILES l F OF 0 A ` \ F O P SOUTH OF E N C I N I T A S BLVD. RECORD FROM COUNTY OF SAN DIEGO VERT. CONTROL ELEVATION, 252.844 OATUM: U.S.G.S. 9 Nowell - Thompson ASLA & Assoc, Inc Landscape Architect= Land Planning . 1747 Hancock Street (r. San Diego, CA 92101 Z 619 - 542 -0995 x - 4 PRIVATU CONTRACT w Z CV SPRINT g ' CITY OF ENCINITAS 12 U co T W IRRIGATION PLAN O TM 89 -033 CALIFORNIA COORD, INDEX 318 -1689 TM 89-033 W GRADING 9277 G PERMIT NO. W FILE MI. 89-me i I Nowell - Thompson ASLA & Assoc, Inc Landscape Architect= Land Planning . 1747 Hancock Street (r. San Diego, CA 92101 Z 619 - 542 -0995 x - 4 PRIVATU CONTRACT w Z CV SPRINT g ' CITY OF ENCINITAS 12 U co T W IRRIGATION PLAN O TM 89 -033 CALIFORNIA COORD, INDEX 318 -1689 TM 89-033 W GRADING 9277 G PERMIT NO. W FILE MI. 89-me S Ir S a I G9406 I I zemove i-cwrIONS op CxIS I J4 M4 1C.4 B4Y 70 I• ► r� Y \/ oho »o' ✓d'l�o�.� Lil! � �►`���1�.� �=�C► C ® z OS J � \ 2 .1rQOrw f So 49 309 88W 40 / q c 1W } 8 l a � m 200 . 5 3099 3'TVP I o � i C) �q�•, c• 908' � d � _,� !355' 0 0 i 'CREST DR. i {{ Fr F •� O ,3 h hl ti C ril •: '94 zo �Z -7 /91 cr � � � I Oi L 4 ` f Rio , 4• � M r. 8 i MATCNI,INF SFF il-UT 5 Q ..a. W 0 r I ? `'`� Leo �. S �Ja 5 DE TA I L "A• L �� � /?' "& l5' 3rchlM W / A/ L•3Mr. a Pl&/Ac MAr / t R oxt !� MOVGD SHOW O/rcm v•77crs 1 � 1 •ll" Pry ~ 0 SEE SHEET G FOR PLANTING NOTES AND DETAILS. SEE SHEET S FOR PLANTING LEGEND. a mVIAL Lt or $4, $� J H s. ' au v 4" Of CA _: O Nanq • T \�� • - 3/3.0 Tw. 311 08W. x X x - _ � x 1747 ilnoolk Sow ,119. ? TW 3/1 1e.w Z 319. ? T w 61942 -099 311 08w 2 • _ ,eli h 3!9 ? rW CONTRACT W 3/058W� O Z N I N/A Oy I C ITY OF ENC I N ITAS I 12 1 N RE1i7NE PERMIT NO JA 3100 F-. SPECIAL USE PERMIT NO N/A PLANTING PLAN r� O �' X20 r o >I 309 ` I TM 89-033 - 309 taw a ' •N OarrydM, AMgrM ti Wu I G9406 I I zemove i-cwrIONS op CxIS I J4 M4 1C.4 B4Y 70 I• ► r� Y \/ oho »o' ✓d'l�o�.� Lil! � �►`���1�.� �=�C► C ® z OS J � \ 2 .1rQOrw f So 49 309 88W 40 / q c 1W } 8 l a � m 200 . 5 3099 3'TVP I o � i C) �q�•, c• 908' � d � _,� !355' 0 0 i 'CREST DR. i {{ Fr F •� O ,3 h hl ti C ril •: '94 zo �Z -7 /91 cr � � � I Oi L 4 ` f Rio , 4• � M r. 8 i MATCNI,INF SFF il-UT 5 Q ..a. W 0 r I ? `'`� Leo �. S �Ja 5 DE TA I L "A• L �� � /?' "& l5' 3rchlM W / A/ L•3Mr. a Pl&/Ac MAr / t R oxt !� MOVGD SHOW O/rcm v•77crs 1 � 1 •ll" Pry ~ 0 SEE SHEET G FOR PLANTING NOTES AND DETAILS. SEE SHEET S FOR PLANTING LEGEND. a mVIAL Lt or $4, $� J H s. ' au v 4" Of CA kw •: VVI Y the 11 CTF (2763 . C 3 7YP ■ I� I _: O Nanq • T \�� • - ASLA A Awa in J� Law �AxhbK w i 1747 ilnoolk Sow Vr SO 94101 Z 61942 -099 r 2 • _ ,eli h P RIVATE CONTRACT W PERMITS Jj Z N I N/A Oy I C ITY OF ENC I N ITAS I 12 1 21 RE1i7NE PERMIT NO �7 r� SPECIAL USE PERMIT NO N/A PLANTING PLAN r� O �' I M rw TENTAT IV MAP NO 89-033 TM 89-033 - CITY APPROVED CHANGES BENCHMARK a ' •N OarrydM, AMgrM ti Wu CALIFORNIA COORO. INDEX It• -1N9 01URIITI011 STREET MONU MENT_ STAM OC 1e3 1964 LOCAT1011 EL CAMINO REAL r t STA 253 3094 BC 0.5 MI SOUTH OFENCINITAS BLVD. RECORO•ROM §OUNTY OF SAN DIEGO VERT CONTROL TM 89-033 ELEVATIOR. 252.844 DATUM U.S.G.S• GRADING 9277 G PERM IT NQ, Fu III. kw •: VVI Y the 11 CTF (2763 . C 3 7YP ■ I� I _: O • - J� .. /1 ' ;••J 7 0- r 2 • _ ,eli h Jj [k:y �7 r� mo r� I M rw r00 2) (gyp / L i 13'x►, i e MATghLINE SEE SHEET 1�'1�1 ■I ■I ■1 ■Iffffl�� ■ ■I ■I ■1 ■1■1 ■1 ■��1db�I ■1■1ar1�1 ■1 1■1 *1■1 If� Y Y Y Y y 0 a Z# 1.8 T IV 27G.5QI1! N 27e.oaw. ?8a3TW. ?75.08.W. 779.3 TW. 7710P w °I4 N h r _ 8.37 - W. ?73.09 W. N _ 6 ?77 .2T.w. 2 a ?7?.0aw. f it C75.3TW Jaat 270.08.Ir. 274.,3 TW ?69.08 W 273. T N'. 268B.IY AeOR05ED �/5' 3roem w4/N ESMT V . 3 TW. _ 08 -W Z7?. / 7W 'f B on Ci ?7/.9 TW, - 6 haw a fX/ST 10' 4t/D I?' 8DG d E E5M7 17/,7 rW �i(r 4A7R r- EX /8T/AJG P1DWER F'tXd ?7/ .-)TW ro wQEMOVEO L ?" ? I► PLANT LEGEND ' STREET TREES - Botanical Nam " coon °i'�' ,,� �� 6000' ; Go 00 j L ; ; /000 It It 1! 4t 7 %M/N 1! 0 k 3 n �� rt. p m ', R ,I� I Cupaniu anucurdioidcs Carrotwood Trcc 15 Gal. 40 �, T;m " ��, "' ° ° ;° , "j� J) • Bruchychiton Populncus liottic Trec 15 Gal. 32 v �► NN SLOPE /BUFFER TREES " vv Botanical Nam Common Nam c Size Otv. O Schinus molle California Pcpper 5 Gal. 64 — Eucalyptus sideroxylon Red Iron hark Eucalyptus 5 Gal. 96 SLOPEBUFFER SHRUBS Botanical Nam Co mmon Nam Size Otv. 8 • Acacia redolens Prostrate Acacia 1 Gal. 51 ' Ceanothus 'sierra blue' Wild Lilac 1 Gal. 139 ® Cotoneaster parneyii Red Clusterberry 5 Gal. 115 O Lantana M. 'lavender' Trailing Lantana 1 Gal. 48 x Xylosma congestum Shiny Xylosma 1Gal. 33 �� tw GROUND COV o �� CITY APPROVED CHANGES ✓ to N. 0 1 Anwe"d ►v Do" 4 i Botanical Name Common Name Size Otv. .,.... S aI• f r�� cordifolia Red Apple Flats @ 12" ox. r9lE of CA�� °P Delosperms "aiba" White Trailing Ice Plant Flats @ 12" o.c. SEE SHEET 6 FOR PLANTING NOTES AND DETAILS. SEE SHEET 5 FOR PLANTING LEGEND. s F,XI . OT 5ryeM cwa /N COM6/N41T/DN /NLET ivaICTION ST2UC7(JLe e/� P17111ER II 45zcw r_I TCH - Q = 7 7 CPS V : , 7'7 /. r l 86 FPS Max �lo smeM oe4 /u E5MT Pee DOC 073- 44370 - QOrEO S -?/ -79 IO 91 77' 04 • PERM I TS REZONE PERMIT NO. N/A SPECIAL USE PERMIT NO N/A TENTATIVE MAP NO 89 -033 BENCH MARK DESCRIPTION STREE MONUMENT STAMPED OC 183 1968 LOCATION EL CAM INO REAL r t STA 253 30.94 BC 0.5 MILES SOUTH OF ENCINITAS BLVD. RECORD FROM COUNTY OF SAN DIEGO VERT CONTROL ELEYAT1011. 252.844 DATUM US.G.S. Nowell - Thom ASLA A Assoc, Inc Lmdmpe AEchi Kaw Lard Plan 1747 HwAo* Ann (� Sae PAM CA 92101 z 619 - 342 -0995 aC PRIVATE CONTRACT i a 111Y I CITY OF ENCINITAS 12 T PLANTING PLAN TM 89-033 CALIFORNIA COORD. INDEX 318 -1889 - TM 89`033 PERMI GRADI 927 7 G ►ERN IT NCl SHRUB STREAM SPRAY HEAD W / / klf SCH. 8( FINISHE PVC. SCH 40 STREET ELLS PVC TEE OR ELL PVC LATERAL SL' OPE HEAL •� I 1,A"IuA _' va 4# C.1 --4RN V ;L_4-M'4 - T Fi'_ _� ♦� SY I 3 ♦ 4 ♦�♦ ' t ♦, ♦ -- G 1�5 IUD L fo cL,s.ss 31'0 �. ♦�♦ r1A11i 'O `r`��C� �♦ 6NUAL AND ANTI - SIPHON VALVE ♦�. SCHEDULE 80 P.V.C. NIPPLES ;V; :C U :` FINISH GRADE T FLOW -0 17j_ PVC LATERAL CLASS 200 MIN. NOTE: ATMOSPHERIC VACUU\BREAKER ^VC ELL OR TEE SHALL NOT BE LESS THAN SI ABOVE HIGHEST OUTLET ON ITS SYSTEM. PVC LATERAL CLASS 200 MIN. ATMOSPHERIC VACUUM BREAKER ATMOSPHERIC VACUUM BREAKER SCHEDULE 80 P.V.C. STREET ELL Wfj� n (i) (2 1 s ) LINE OF CUII-DING ' Wf-hL1�� occ urr.�) II GHAMPION II yoPtL. 4&&p III MI N} A I - S \/Ave W AAK -4/,v - 100 AC U0(t0r -`rfF r PINIeH 61F 5)rl 1111 = 1111 =1 - _ �II = 1111 ='' 1111 = 1111 , )__ _ ' - �H. as p�✓ -c NI�� NOTE: Ati4T- :�IFHoh VA_\�E p�� MAINLINE SHALL NOT BE LESS THAN SIX (61 IN. ABOVE HIGHEST OUTLET ON ITS SYSTEM. AUTOMATIC ACTUATOR & ANTI - SIPHON VALVE ISOLATION VALVE 6' PLASTIC VALVE BOX 1' FINISH GRADE GATE VALVE 'VC ELL 45 "VC MALE ADAPTER PVC NIPPLE ? X 4 BLOCK OR URICK 1/2 CU. FT. GRAVEL MANUAL CONTROL VALVE WITH UNION PVC SCH. 80 (GREY) STREET ELLL iD +) � FIN. GRADE - 111111 =�I -� PVC SCH.SCH. 80 RISERS IIIIiI PVC LATERAL' -4 � CL. 315 TO AVE1. ANGLE VALVE (MANUAL CONTROL VALVE) N� CHRUS ROTOR HEAD (OR SHRUB SPRAY HEAD) 12 GA. WIRE TIES (2) M3 REBAR (24 - ) SCHEDULE 8D NIPPLE FINISH GRADE PVC SCHEDULE 40 ST.ELL PVC LATERAL PIPE MARLEX ST. ELL PVC TEE OR ELL SHRUB -ROTOR PREVAILING WIND "GHQ- STRAIGHT TIE (2) NAILED TO STAKE 5 AND 15 GAL. TREES I (1) P.T. 400GEPOLE STAKE I 2" DIA. x 19 LONG Z ! 1 = - EXISTING SLOPE L 4" 6" DASIN- PERMANENT , Boor BALL DACKFILL (PLR Niwr Wm F_9 o j, '�` .. `�', % - PLANT TABS (NOITYPE PER SPECS) ( 7 1l1 IL - 0 R• '- --- COMPAGTCD BACKFILL VIII ._._Jl --11 2x DIA. OF f ROOT BALL TREE PLANTING (SLOPE) - - - - -G" PERMANENT BASIN ------ LXISTING SLOPE .- `1" T BACKFILL 'GR NOTE �N0.9� F�: f r' m ROOTBALL 0a cv -PLANT TABS (NO./TYPE PER NOTE S; O - COMPACTED BACKFILL x DIAM - 2 OF BALL SHRUB PLANTING (SLOPE) J \ ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PEF ON CENTER SPACING GROUND COVER SPACING GENERAL NOTES PLANTING NOTES 1. ALL LOCAL, MUNICIPAL COUNTY AND STATE LAWS, RULES AND REGULATIONS 1. THE PLANTING PLAN IS DIAGRAMATIC, AND ALL PLANT LOCATIONS DEPICTED THEREON ARE APPROXIMATE PLANT SYMBOLS TAKE PRECEDENCE OVER GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANT QUANTITIES SPECIFIED, E ANY. CONTRACTOR SHALL NOTIFY THE PLANS ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE LANDSCAPE ECTOF DESCREPANCIES BETWEEN QUANTITIES AND SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SYMBOLS SHOOWN. WN. CONTRACTOR. 2. LANDSCAPE CONTRACTOR SHALL APPLY'ROUND -UP' SYSTEMIC HERBICIDE 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, (OR APPROVED EQUAL) PER MANUFACTURER'S SPECIFICATIONS EXISTING STRUCTURES, AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS T (10) DAYS PRIOR TO COMMENCEMENT OF ANY OF UTILITIES, STRUCTURES, AND SERVICES SHOWN ON THESE PLANS ARE PLANTING R IRRIGATION PLANTING OR RRIGATION WORK. P APROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE 4. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL ARCHITECT. AND ALL PLANTING AREAS SHALL BE THOROUGHLY MOISTENED TO A DEPTH OF 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES ON 24 INCHES. AND AJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS AUTHORIZED SOIL TESTING AGENCY TO THE LANDSCAPE ARCHITECT PRIOR TO OPERATIONS OR NEGLEGENCE. COMMENCEMENT OF WORK SOIL AMMENDMENTS LISTED BELOW ARE SUBJECT 4. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND OR TO CHANGE PER THIS SOIL ANALYSIS. ARCHITECTURAL PLANS BEFORE COMMENCING WORK S. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE THE FOLLOWING AMMENDMENTS 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO SPREAD EVENLY AND RAKED INTO THE SURFACE PER 1000 SQUARE FEET: PERFORM THE WORK INDICATED HEREIN BEFORE COMMENCING WORK. A. 100 LBS. AGRICULTURAL GYPSUM 6. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO B. 7 LBS. 16 -6 -8 FERTILIZER COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR COORDINATING HIS 6. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF 3:1 OR LESS SHALL BE WORK WITH THE OWNER, LANDSCAPE ARCHITECT, OTHER CONSTRUCTION CROSS- RIPPED TO A DEPTH OF SIX (6) INCHES AND THE FOLLOWING TRADES, AND GOVERNING AGENCIES. AMMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED -IN PER 1000 SQUARE FEET. A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 200 LBS. AGRICULTURAL GYPSUM C. 15 LBS. SOIL SULFUR D. 7 LBS. 16 -6 -8 FERTILIZER 7. EACH PLANT SHALL RECEIVE'AGRIFORM (OR APPROVED EQUAL) PLANT TAB IRRIGATION NOTES 1 GAL CONTAINER - 1 - 21 GM. CONTAINER 1. IRRIGATION PLAT) IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN 5 GAL CONTAINER 3 - 21 GM. 15 GAL CONTAINER 21 GM. PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND PER 3 IN. BOXED TREE SIZE 1 21 GM. 1 - AND DETAILS FOR EQUIPMENT AND INSTALLATION. S. LANDSCAPE CONTRACTOR SHALL MAINTAIN PROOF OF DELIVERY FOR ALL 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EOUIPh1ENT, PLANTING AMMENDMENTS ON-SITE AND AVAILABLE FOR INSPECTION UNTIL MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION, ACCEPTANCE OF THE ENTIRE INSTALLATION. 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. 9. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. CONTAINER IN ALL DIMENSIONS. SEE PLANTING DETAILS. PLANT BACKFILL TO BE 70% SITE SOIL, 30% NITROLIZED REDWOOD SHAVINGS - TYPICAL 4. A. ALL WIRE SHALL BE ANG -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS 10. ALL MATERIAL EXHIBIT HEALTHY GROWTH AND BE FREE O SHALL BE MADE WITH PEN -TITE CONNECTORS OR EQUAL EACH VALVE ON A A DISEAASES SSES A ND PESTSS. RO . RO OT BOUND PLANT MATERIAL IS ACC EPT A BLE. CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL. BE INSTALLED A LAR SH HER O INTANERS WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE END OF EACH W IRE RUN. FOR AM NIMUM OF S XMONTHSAND A MAXIMUM OF TWO Y PLANT B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. MATERIAL SHALL BE SUBJECT TO INSPECTION AND POSSIBLE REJECTION PRIOR TO INSTALLATION. 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION 11. A. STAKE OR GUY ALL TREES 5 GAL AND LARGER PER DETAIL PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS .w AND MANUFACTURER SPECIFICATIONS. B REMOVE NURSERY STAKES FROM ALL CONTAINER STOCK MAINTAIN SIDE GROWTH ON ALL TREES. 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 12. CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 12 INCHES OF SPRINKLER HEADS. 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY 13. SHRUBS AND TREES SHOWN IN PLANTING AREAS SHALL BE UNDER - PLANTED DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, WITH GROUNDCOVER SHOWN BY AJACENT SYMBOL, TO WITHIN 12 INCHES OF CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. MAIN PLANT STEM 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN 14. THE LANDSCAPE CONTRACTOR SHALL RAKE -OUT AND REMOVE ALL ROCK 1,2 VALVE BOXES WI FOUR (4) INCHES OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES INCH DIA. AND LARGER FROM THE TOP TWO INCHES OF FINISHED GRADE, EXCEPT SHALL BE LOCATED IN SEPARATE VALVE BOXES. ONSLOPES STEEPER THAN 3:1. 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE TITE 15. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. AND WALKWAYS IN ALL AREAS. WHERE SOD IS TO BE LAID NEXT TO THESE IMPROVEMENTS, FINISHED GRADE BEFORE SOD INSTALLATION SHALL BE 1 -1/Y 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE BELOW THE TOP. INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2 %SURFACE DRAINAGE AWAY FROM ALL BUILDINGS. FINISHED GRADES SHALL BE RAKED AND SMOOTHED 11. PRIOR TOBACKFILLING IRRIGATION TRENCHES: TO ELIMINATE PUDDLING OR STANDING WATER AND ALLOW SMOOTH, EVEN FLOW. A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. 17. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN, WASHED I R HOURS. ANY LEAKS FOUND SHALL B CORRECTED Y REMOVING FOR A PER OF FOU O S. E U E C E ED B CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE.. 18. AT THE COMPLETION OF ALL WORK AS OUTLINED ON THESE PLANS, THE B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND SCHEDULE A REVIEW OF SAID WORK ('WALK -THRUI TO DETERMINE THAT ALL ASPECTS OF C. T1 1E CONTRACTOR SI IALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED WORK ARE COMPLETE WORK MUST BE FULLY COMPLETED ACCORDING TO ALL UNTIL IT HAS BEEN INSPECTED, TES TED AND APPROVED BY TI iE BUILDER/OWNER'S PLANS AND SPECIFICATIONS, COMPLETED IN AGOOD WORKMAN -LIKE MANNER, AUTHORIZED REPRESENTATIVE. AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO COMMENCEMENT OF THE MAINTENANCE PERIOD. 12. IRRI IA TION G tl I LAC I of i :A IALL AD.II IS T ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY Of F BUILDINGS, WALKWAYS, WALLS, AND DRIVES. 19. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) CALENDER DAYS AFTER APPROVAL OF COMPLETION. THE 13. WI IEN TI IE SPRITKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: 13UILDER/OWN[R'S AU TIIORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORPFD T1 IF t AWN AND PIANTING AREAS TO ENSURE R IS COMPLETE AND A. DAILY WATERING OF ALL PLANT MATERIAL ADEQUATE. T) IF: CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK B. REMOVAL OF ALL WEEDS FROM PLANTING AREAS. REQUIRED TO Conn EC T ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. 14. T) I CONTRACTOR Si IALL FURNISH TO TI I OWNER A COMPLETE "AS BUILT' DRAWING ON D. RESEEDING OR RE-SODDING OF DEAD OR DAMAGED TURF AREAS EVERY TWO SEPIA AND TWO PRINTS SI IOWING EXACT LOCATIONS OF ALL ITEMSINSTALLED. THESE ARE WEEKS. TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. E. PROPER ADJUSTMENT AND MAINTENANCE OF THE IRRIGATION SYSTEM. F. FILLING. RECOMPACTION, AND REPLANTING OF ANY ERODED OR SETTLED 15. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE AREAS. SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF G. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS AND FOREIGN DEBRIS. THE IRRIGATION CONTROLLERS. H. AT 30 -DAYS AFTER COMPLETION OF PLANTING, APPLY AMMONIUM PHOSPHATE AT THE RATE OFS LBS. PER 1000 SQUARE FEET TO ALL 16. IRRIGATION CONTRACTOR Si IALL MAINTAIN T) IE SYSTEM FORA PERIOD OF SIXTY (60) DAYS PLANTING AREAS. AND SHALL WA T ER ON A DAILY BASIS. I. AT 60 -DAYS AFTER COMPLETION OF PLANTING, APPLY 16 -6 -8 FERTILIZER AT THE RATE OF 6 LBS. PER 1000 SQUARE FEET TO ALL PLANTING AREAS. 17, IRRIGATION CONTRACTOR SHALL GUARANTEE TILE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL 20. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR ACCEPTANCE BY T)IE OWNER. SHALL AGAIN CONTACT THE OWNER TO SCHEDULE A FINAL REVIEW (WALK - THRU '). THE OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING TO 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING RATIFY THE END OF THE MAINTENANCE PERIOD. INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS DRAWING. QE E55 \ONAL (gN� nN! r/ lo Nowell - Thompson ca. ASLA & Assoc, Inc PERMITS H ;? Landscape Architecture Land Planning - d 61�n.tr. . REZONE PERMIT NO. Date Q 1747 Hancock Street s9rf OF CAI�E�RI San Diego, CA 92101 SPECIAL USE PERMIT NO. 619 - 542 -0995 TENTATIVE MAP NO COUNTY APPF40VEO CHANGES BENCH MARK IM. DFSdN AMnvM YT 0M DESCRIPTION: LOCATION: SECOND FROM: ELEVATION DATUM: PRIVATS CONTRACT SHFET 12 ' CITY OF ENCINITAS I 12 I I $ MEETS I PLANTING /IRRIGATION NOTES & DETAILS TM 89 -033 CALIFORNIA COORQ INDEX 310 -1689 TM 89 -033 PERM 0 277 G GRADI PERMIT NO � FILE NO.. Nato I I I