Loading...
1988-8237 G (Plans) i i i WORK TO BE DONE A. GENERAL C. GRADING E. EROSION CONTROL L�QAL_QES�,RIPTION 1. All work shall be done in accordance with these 1. In case emergency work is required, contact B/ANCOAND A PORTION OF LOT 1 IN BLOCK 7 OF SOUTH COAST plans, the standard specifications for public i, All guiding shall be observed and tested by a qualified ADD /50A(/NC 435160 (phone No.). PARK, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO STATE OF works construction, the design construction soils engineer or under his direction. He shall CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1776, FILED IN THE standards of the City Of Encinitas and the San observe and test the excavation placement and OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY Diego area regional standard drawings. Any compaction of fills and backfills and compaction of 2. Equipment and workers for emergency work shall 11 1924 changes or revisions therefrom shall be trenches. He shall submit soils reports as required be made available at all times during the rainy approved by the City Engineer prior to any and will determine the suitability of any fill season. All necessary materials shall be request for inspection. material.- Upon completion of grading operations he stockpiled on site at convenient locations to A.P.N.: 25 4- 2001 2. The soils report titled "Soils Investigation for shall state that observations and tests were made by facilitate rapid construction of temporary him or under his supervision and that in his opinion, devices when rain is eminent. proposed 3 Parcel Lot Split NE corner of Glaucus all embankments and excavations were constructed in Street and Hygeia Avenue, Leucadia, California" IT A R dated June accordance with the recommendations presented in the 3. Devices shown on plans shall not be moved or $__�__QQ_E$$ prepared by Ketchum Engineering, Inc. 13, 1988 shall be considered as a part ed this soils report and that all embankments and sxcavatl^� modified without the approval of the Engineering N. E. CORNER OF 6LAX4 STREET AND NYGE /A AYEA/UE grading plan. All grading shall be done in are suitable for their intended use. Inspector. L EUCA DM , CAL /FORK /A accordance with the reco.... ndations and specifications contained in said report. 4. The Contractor Shall restore 811 erosion control 3. Approval of this 2. The contractor shall y devices to working order to the satisfaction of Q�IIWEIRflIITTS€ pp plan does not constitute properly grade all g INC. C Z approval of sizes, location and type of drainage excavated surfaces to provide positive drainage g of water. He shall control the City Engineer after each run -off producing if C O AND T E` A /l�AK/E N, facilities, nor of improvements within street and prevent pondin rainfall. ARD II . TL E CARD/II CA• 92007 ril• 061!) 49G-1916A right -of -ways. Separate approvals and permits surface water and avoid damage to adjoining 5. The contractor shall install additional erosion 3 for these shall be required in conjunction with properties or to finished work on the site and control measures as may be required by the City AVG. DEPTH OF CUT = AU FT improvement plans. shall take remedial measures to prevent erosion Engineer due to uncompleted grading operation or of freshly graded areas until such time as unforeseen circumstances which may arise. 0, 900 F T 4. Written permission shall be obtained for any permanent drainage and erosion control measures AVG. DEPTH OF FILL z = Ire FT. off -site grading. have been installed. 6. The contractor shall be responsible and shall x/ G60 FT take necessary precautions to prevent public 5. Contractor shall take any necessary precautions required to protect adjacent properties during 3. All areas to be filled shall be prepared to be trespass onto areas when impounded waters create SETIVAIEQ_QQANjITISS grading operations. Anything damaged or filled and fill shall be placed in accordance a hazardous condition. $� 7 5 destroyed shall be replaced or repaired to with standard specifications. All vegetable CUT - - ----- C.Y.• matter and objectionable material shall be 7. All erosion control measures provided per the Soo condition existing prior to grading. - removed by the contractor from the surface upon approved grading plan shall be incorporated FILL � C.Y.« 6. The developer .shall be responsible that any which the fill is to be placed. Loose fill and hereon. alluvial soils shall be removed to suitable firm IMPORT natural ground. The exposed soils shall be 8. Graded areas around the project perimeter must IMPORT C.Y.. monument or bench mark which is disturbed or destroyed shall be re- established and replaced scarified to a depth of 6" and then compacted to drain away from the face of slope at the by a registered civil engineer or a licensed a minimum of 90 percent. It shall be the conclusion of each work da EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES land surveyor. contractor's responsibility to place, spread, * ONLY. (CALCULATED ON A T H E ORET I C A L water and compact the fill in strict accordance 9. All removable protective devices shown shall be G QUANTITIES MAY VARY DUE TO O SSRHRI NKNBASIS. ACTUAL AGE OR SWELL FACTORS). 7. The contractor shall design, construct and with specifications. in place at the end of each working day when maintain all safety devices, including shoring, the five (5) day rain probability forecast NOTT/NGNA M CATCH OAd/N VF[ O and shall be responsible for conforming to all 4. Cut and fill slopes shall be cut and trimmed to exceeds forty percent (40%) . Silt and other /NG � 7 P SOURCE OF TOPO FIELD SURVEY 9 A4 EM6 1A/EE/ II MAY 3, 19 0.1 S.v.Co. aT0. D". local, state and federal safety and health finish grade to produce smooth surfaces and debris shall be removed after each rainfall. D-1l,TYP! Z standards, laws and regulations. uniform cross sections. The slopes of DE LE T E E� /5T. GROL? OAF�tIAL excavations and embankments shall be shaped, 10. Should germination of hydroseeded slopes fail to TN VAR /E5 T �� - i�lsrr I -now-_ 8. Grading and equipment operating within one -half planted and trimmed as directed by the engineer provide effective coverage of graded slopes (901 (1/2) mile of a structure for human occupancy of work and left in a neat and orderly coverage) prior to November 15, the slopes shall shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste be stabilized with punched straw installed in n D O p.m. and 7:30 a.m. nor on Saturdays Sundays matter exposed or excavation or embankment accordance with Section 35.023 of the Erosion ' Q o U W and City recognized holidays. slopes which are liable to become loosened shall and Sediment Control Handbook of the State of B. NOTIFICATIONS be removed and disposed of. The toe and top of California Department of Conservation. F all slopes shall be rounded in accordance with Dy 0 0. / :7 "IroCK , 2 a the Grading Ordinance. 0 Z 1. The existence and location of underground " CQuAC utility pipes and structures shown on these 5. All trees, brush, grass, and other ° VAR?Y �r plans were obtained by a search of available objectionable material shall be collected, �� „ AM a records. To the best of our knowledge there are e b 5 i NIAR ADL ELIE .4 no existing utilities as shown on these p lied or otherwise di p osed of off the site y PLAN � /�A'F/ 5oo. 'GEOTEXT /LE ^trryRATSO oiu /N � g ' exc e pt p the contractor so as to leave the areas that FILTER DLAWE T OR plans, however: have been cleared with a neat and finished N.7 5. EQU /VALEVT M/tAF/ 600 GE071E'�! appearance free from unsightly debris. Approval f /Z.7I BLANKET OR The contractor is required to take due of location of debris fill shall be secured from RETENT /ON BAS /N DETA /L EQU I VALENT (TYPAcAL) precautionary measures to protect any the soils engineer and City Engineer prior to N0 T TO SCAL E existing utilities or structures located at the an disposal of such material. the work site. It is the contractor's p y responsibility to contact the following D. LANDSCAPING DECLARATION OF RESPONSIBLE CHARGE owners of said utilities or structures --------------------------- prior to any excavation, for verification irrig ated in 1. All slopes shall be planted and I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR and location of utilities and notification THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE accordance with plans approved by the City of commencement of work: Engineer. Plans shall conform to the City of CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN I I I I Encinitas Grading Ordinance and all adopted SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, I I I a . Sewers - CCo94 -327 A F T E f J T A N J /9�, landscape and irrigation standards. AND THAT THE DESIGN IS CONSISTENT W I T H CURRENT cOAl T 544-6070 STANDARDS. 50 50' b. Gas & Electric - 60 422 -413,3 2. Finish grading and planting shall be I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 25 , accomplished on all slopes prior to October 1 or C. water - T5 $ -0155 immediately upon completion of any slopes graded SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED between October 1 and April 15. TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS 11' 12�± d. Telephone - BOO- 422- 4133 ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR EXIST. PROJECT DESIGN. EXIST• A.C. OIr DY EX /ST. A.C• e. Cable Tv - BOO- 422- 4133 yA�. BY: ? / DATE 2. Contractor shall notify the City Engineer's SOILS _EN.84NEER_S_ R TI,FI,CAT E WAYNE P O EX /S 4' office 48 hours prior to beginning any work R.C.E. 29577 on this project. Phone: (619) 944 -5070 I, ____ _ EN K ---- -- - -_ -- a.registered ,.civil engineer in the State of Cal.i.fornia, principally doing business in the• field of 3. The contractor shall give 24 hours notice applied soil mechanics, hereby certify that a sampling and study on calls for inspection. Phone: (619) 944- of the soil conditions prevalent within this site was made by me �p�Ed-;:? /Q 5070. All work performed without benefit or under my direction. between the dates .__ - _JUNE 1`1966 ------- �(� s CT /ON A - A SECTIOV V of inspection will be subject to rejection and JUNE 15_1966 One complete copy of the soils Y>` NF A a `� A S TRE ET and removal. report compiled from this study, with my recommendations, has p gin G 40cu NY6CIA A I 1/ ENUE been submitted to the office of the City Engineer. Furthermore, ,VO SCALE NO SCALE I have reviewed these grading plans and it is my opinion that the ?fc in recommendations included in the soils report for this project Nti 24577 have been incorporated in the grading plans and specifications. * EXr 31VII SIGNED: RCE NO.: 26267 _ GW ' EXP. DATE:: PAIVATt CONTRACT xp. /90 W 2 ^ Oh'{D �r 28287 N. R ElL, y E 3131 PERMITS CITY OF ENCINITAS n L v i > EM 1/90 'ii �qiF �fEC "ZONE ►EIIMIT N0. /VIA Q m ORAONN6 KANS FOR: c � W * l �� X' f SPECIAL USE PERMIT NO. NIA R nIN m 7r`L ENG�N� ��P / TENTATIVE MAP NO. TPN ed- 200 TPM �`� _ ` 'rl / SITE F Of AUF�� C ' Y BENCH MAW CALIF0111 COORDINATE INDEX 330 - 16 77 r U LV se. NUOWW AFFrevall W Eye 1 PASCO ENGINEERING oExRNT10R: SE/✓ AHNMaLE /VYERT AM rowd / / HfM�MlEN a » owroework WAVN 1 aeLErE aErE Y EN6/NEER T (E ») 2E0-0212 C /T �1( -�� LEiCATNR. THE /N TL�il3ECT/GW OF BL�ASCUS p: EXP 9 A.C.E. B 77 � SOLANA BEACH ND NYGE /A A '.. 635 NO. MIeH 101 VICINITY MAP 9urTE A , CA 92076 rE Li NOT TO SCALIf ELEVATION: L 5L V U �O TUNE 5. C. j G.5 - °iM �' 82 3 7 G li. _ �xmit No. CA/'LY R/M L. /) FILE NI. ,41 219 408 - - x ( 1 20) RETENTION BASIN NOTES LEND EXACT LOCATION OF RETENTION BASINS MAY BE MODIFIED P R OPERTY L /NE — IN THE FIELD DUE TO EXISTING TREE ROOTS. CONTRACTOR IS TO CONTACT ENGINEER OF WORK REGARDING ANY REVISIONS PROPOOSED PROPERTY I-mArS - - -- PRIOR TO CONSTRUCTION. ti �� `�, � o'�F > sT EX /5 T /N6 CONTOURS \� B o �- d �41E• �n Z �MiN 2% RE M/N• E.ICT/1C�iV s s 4.941 X ", Xo rENTrov CAW - � ® t CONTOURS f o 4 BEACH O E'�: S �3 I�� 0 , �� s4 CO SAWAI D 29 ® F /CL SLOPE (2 /MAX.) Flu BAA/K SG,l,4LE DETAIL Z• / s \ � DRAX,A6E SMALE CSEEDETA/L) — ~4X NO SCALE �_ _\ �, Nor : G�aa oI ,�,v4ccrPlf'cP~V POP P4AIC1l�8 / l+(4f D /AIECT /AN OF ORA /NA6E TTHe ^0001= w i 4 L�� samd P E 0 / as oar• EDGE OF PAVEMENT d! COIVC/IETE 77>— �— — 1, TOP O h F SLOPE DETAIL s `� s F�` RETENTION BASIN EX / 3T. i✓ATE� L /A✓E w— \ A/0 3C�ILE `' EX /3 T /N6 aEiVEIl L INC —5 - L lO& 1B 2 FT & 1,172 FT' NOSE 8/0 9 114 V� ��s ,9 2a1 FT EX 15T 1A16 TREES 375 FT AC. aIO�VNORA/W Pl�R STD• QW D - 22 (' �— � •o ® 1 � ; y QWCD/NG MACt cm r.4 PtffroFaAN) y •.: 1 ��i 8 PROPOSED SPOT ELEI/AT /Ol/S I09•� B.W.1fi• >`w \ CPST /N6 RONCR PO4 p��0 109 b lr #Z 0 CATCMa4s1A'111031266 6 "3dD AVB OUTLET) OIlF QU /VALENT \ GARA6E 6 ' p 0 �6• � g G"NAACOMI'MYe7lMeArCA/1Rer6ATED ►f1PT D /49.0 p I I O f.4 i ® 6. !0 `p9 \ 0 4 'st- S P/ g.lJ 110. �� 2 10 �1 � S' 4. EX /ST /N6 1116# PWS&#?C GAS ZIA/E H.PG 2' 2. 2 % y r. r I � o fog. - (t ► o� ° ' ��� Qr / pram eAffO A rule* D. — 0 R/PRAP PL S. Co. sra DA6. D - 40 \ \�� o ,� 1 1p' N /#Z BACr1#0 1' TN/C�t'AA/D 16'LONG ; \ \o ao \` �`' -- — - - i f� s►' �'aiDE p 1 T. e .. 3 4 (. �1 �' —�` �,. ,� \ y ?� �0� A � Ati1SDAf�IIY /META /N /N6 NALG S Pr<if t j J 4.0 D. � E. 10.:: ). � _ , 13 ` \0 , ` (� S Co. 5 r • jOA16. C -2' G � > ' � . ., ` • . -�' NOTE � Ir C MCDYAIi A+IKLS,ME BHO�W�1 �•LAR /TV ONLY o 10ti . , ` r ' - -. -_� / (Nor A i11A T, cr ,1 ,41. End SR S 0 ' S C 443.) C I 1Jf.0 �\ _/ \ C4 6.4#01, - -0� 4LL CVTA[ P /LL SLOPES .; S 7•iGl 103 T. . O / �`T �. O . �O• 1 /.4A[ G MANE 4 MIO /MUM — j B.IJ• O 1. ' O � \ / f �\ aid X ' 9 �� 3LOP1E 04" i : / D ES /DEMCE x1 /01.5 ° . E S / f 4 A.C. BERM 1 05 • > _.�- � f ST F.. 102.0 1 e, '% T ' \\ \ rW /o 1 s o Z . PAR E L 1 ®�l \ _ A . Vk PAR C E L 2 h � �� tip• b / / •.�� ° ss , "•; ti� �� �'h / �s� p 0 �` z�.9eto R EN T ION 0 ��+ �d`4 ti &A IN 38 10p� w (100) ,ti � ° °� � ., E �`�Yd'' • � O L o '� Q,c. �.�. . J .Ti T � roo cc)v4ffAt SCE es.a / so eaa N iuNl er R T 10 0 ?� �� �( � \ 1A +1 B PARCEL 3 so ,��„ ► q . 99.7 c' WIN 0 � \ KETENTION (100) %o 29577 3I I Iri a 6 OASIN 3A �— fwseMwur o�y` `` "s, o s �4 ( Gd'� AP P• 7. or �. _ � 6p g o 7 6 lfr.OAE tht Pt' -- ? /A✓OR AG. AAAAAAWAAA 411111001 DONND A /N BGeTG CL°LETB A s'P,elva C4TCN rEP,e� s L/ T 45/J 'ts " R /PRa4P I pwotvAC. pin, �JB /V PER M. D". D 12 _ N 15' 43 15" �— �� �,r— �--- �. _ SEE /MprOI/CM+E.V T PL4,C/3 A-0. 8237AZ k K>IZ C,1Qwv4GE #- yp1eoVeHeAJT5 0AJ H 'ham vi �X� 0.4• I H trn�i4. � �_ PMVATS CONTRACT EX /S T . SEWER S ,2 47, 47. g 5 S z3 S C P 9� YGEl.4 AVE NUE S 9 ?s PERMITS H 2 [Cl OF PAfGO ENGINEERING N/A - SHEETS h ell (S1S) 209-0212 REZONE PE RMIT NO. 1 535 NO. HIGHWAY 101 GRADING PLANS FOR: RR T Q SOLANA MEACH. CA S207S S PECIAL UE1E PERMIT NO. N /'4 PM Vim/ _2� TENTATIVE MAP NO. TPM 66-200 4 G G G G G G G C I TY ARPROVlO Cl M� BENCH MARK p CALIFO h W W W "• e. Hl W I!J W II NIACOOIIOINATEINOEX 330 177 EX/ST. 6" h/ATERC /NE N . 'rr•»+ e.� Q • rUTU¢E QEVELOPMEA/TS AL/ I'NLeGEGS I 0 prcEJg BMp /V PCL S / 3 P oESCamou: SEf✓ER MANHOLE /MI'E/!T A..,.... ,�aeICRT aq k EMi ..r of w•rk' w 3 ti 2 1 , t l`ll`13 CITY EAIG /WEER AlJO 3 MUST PiBOVlpE QDCQU4TE ,®rVi3&• ilel /N E. COAhI/ECTIOA/S TOEX/8T /A/G QE'4 /AL4GE © ATE THE /N7 CN6FCT /ON OF GLAUCU8 3T. �+ R / 9, N.c.E. s77 !� LECATIE111: PacIL/r/ES. l/ -2 -f3 AND NYGE /A AYE. EECOEOFROM: LCUCA0 14 COUNTY JVWTE/! D/ST ?/C 8237 G ! ELEVATION: SATUM: U•S.C.J G.S. �� �` lyn • C 'C Y IM �., FILE NO. B P+`- 219 9 � 1Z01 R ErFxr ct _n N rE:s EROSION CONTROL 4 EGEI�Il� z 'Jill EROSION LOCATION OH' 611l ?ION BASINS MAY BE NODIFIED �.�g � IN TNF. FIELD DUE TO EXISTING TRHF. ROOTS. CONTRACTOR DRAIN464F 8AJJJ CSEEGETA.J -... -�. IS TO CONTACT ENGINEER Of WORK REGARDINC ANY REVISIONS C /Y. M /AV SCOPE) a�c! PRIOR TO CONSTRUCTION. ee,� / r RF 7ENT /o!i BA3 /N - / � �jqG SED /MENTBARR /EfT (PER DETA X BELOW ) Z,+ /f t, ? •i M I �.t r \ / s °s� -vql� �� \\ /O - � 0 ARV I/ /SQ UEEN 61AJ / aEPV -; EK77YEN �S 1 , Q \\ 3 Fre /ND447i � TERP R Dirty �O ({ I , \. � �\ s �Co s�oav� 0 29. ® Y /SQUEEN TOBE /N 7a KEYED DONNORA /N. GROUND A M/N /MUM OF 2 FEET. 66 f %LL fi4A'n" \ r SAv E_ DETA_ lL -- - 3 \ PAO s - 5. D. sra ONG. o- 22 roR aErA /LS. Ali` 5Cal E - -- 1' I \ �� - . 6W4C�/A/G O/UG /AJALLrPQOP°SED FA¢ PYJRCELS / 3 H48 E T �DC467e tir CPJ r lEW Z0�l AJJJ 1. R/P RAP TO BE /N•5r,4Ue..D CC�VCURRENT � lJ/TH GfTAO /Na RETENTION BASIN _ _ .. OP ),� S DE TAIL T VOLUMES vo ScACF \\ate s e . T Sl VIt LW SEDIMENT BARRIER CONSTRUCTION NOTES 1 � A P� ^ 3 1. PLACE - A ROW OF 084ffL CURVE LO HE T ' BARRIER 30 THE ENDS N 15'45'02 "W 8J.6B' _ N• I \ ` s� hc.r UPHILL. rGeWS SNONN aw rwe 3 ' P OINT NT 2 . PLACE A SECOND. LAYER OF BAGS OVERLAPPING THE' E I R$T PRESS / < y THE BAGS TIGHTLY TOGETHER. TO ELIMINATE ANY'SPACES BETWEEN 20 ® e: o ®411 • @ 8 . \h - THE BAGS. T ,' • �� ?Q \ ' \ �' \� 3 LACE A THIRO LAYER OF SAGS ON TOP LEAVING A O" WIDE n o . SPILLWAY NEAR THE CENTER OF THE ROW. 1 A Ea \ ''S- ti ^' I '•� 4. PLACE A ROCK APRON AT THE OUTLET DOWNSTREAM OF' THE SPILLWAY \ GARAGE '' ° ^ ✓ �6• �'a c'j - \ �6 $ `_ x \ AS SHOWN ON THE ROCK APRON DETAIL. i;2q 1 (0 14 6 a � 9 � r . fff.4 / /.¢ 2 .109•° p ® Ifl 105 1 \ S7 B.l✓ 110.5 38, �t'c o��'9 s �' f2 �� �` �'G W. f f° 5 109. p F Da : ;(D h h� ° i BW' 110.0 �' '�F,[,, / _ ��� 5 - ►- �\ l r. e .. 3 (� - o f' E I . Oy.B ,, p / •? r 1111J • a a' 3 1 p -- - •'Y 0 - ill o = • ; w 02A OZ' �O s 0 3 Q > u 103. r. . to Tw / S �� \o x, / %� S � ° ' 9 B.N. /o I. o ��� /� �. \ \ `� . ��• q ` �o C.RAYf'C : 8AG SEf D! o sc DE 7.41t T,4 /L P 0 ES/DENCE 6 ° d °`' B / -_ - `' E .x r,s t S R 101.5 0 - 4 "A B ti ��c iO r 5 0 6 - - - - -- -- -C. ERM ® 1sT F. 102.0 Bi✓ X03.0 �F Joo�o o ® i i �. 2 F.F. 11.0 jj� ? s� o O� Jill rN 104 o PAR E L� 1 I do '�',� �`3� 1 I h o pe.5 avE a¢avEC ewG �- � Z � � (.0 � \�� CF 'r .106• C Q -- � � � 0 ; • i-' e. 104. n0 � • sT � p h TWO GA?4VEG 7aid HIGH 10. PARCEL 2 m �AlE O QQ@1A1 r D¢A S 1 • 9 S . ^ -aLp � _ /�'� � B 'I'/ �'! I TWO G2AVEG ti l � 5405 NIGH ZE•966/ h Y" tip' �o �� /sA9`SF 0 0 e.9eo R TENTION BA 1W 3B - v s ToP COVER? 4 _6V.96.5 °a\ lE V Q •� / O 1 S �Q TJi! lOp Bas A/ IA/VEA?T 95.3 / e° o �F s h!9�j.5 0 0 ® i.Ers •.000:,„" rn T TION L�? B I 1A + 1 B R �PARCE L 3 q A .D� �• 99.7 ,� ETENTIOW� .8I I �� �� \�� 0 (100) \ r EXP. 3131191 39 W a a s,`2�� 5' BA 51 N SA / N f �'' - �J�' �ti EXIST. 5.00 pwr G Q <� ���F� 5'l9e -TOP CpVEgELE .3 ® pQIN4TE SEWER ° Q y �� 9S 0 Bag /A/ / u VE¢7 9J.3 ® I EASEMIEA/T 3 •s LaPd /A/A � _ k 846 HIGH q�.OAf 0 Ill. 2ECOA?GED CSMT. IE.960 �./ (Sl 9� BAGS HIGH ---� DOC.AD. 7 G¢aVEL 60GS H /GN 9 � -� CIF PZOP. - 5.6/i'�. LX O. Z. A ,� 9 1 5 5, L lNe CeoW D/TCH gyp" - QM Jill _ cj�,p P!� 1 t' -- R //✓ ' sP - P,BgP. 51AI01Z 7YF "G" ✓ �VaOTEE CATCH 540*J T� - -- _ - 1 Dp/✓NOl4Al�- -- - - 4A 1 P p _ h luu PER S r0. D/r+s -- �Z a �E sruw °} .. - N 1S 4 S' /5." �✓ - m prop / e.c.P _ -.� - ,,. � , •!k SEE /MPA?OVENlEA/T l�,Q.1/S A/0.8237 2 - -- - Q2A /A 0 Z ' hi _ --- FCC JaGE /MPAZOVEMIEA/T� QV to PRIVA � TE CONTRACT � EX /S T SEWE C-� 42 5 - -- - \' ��/ - _ -- -- - -- - -- -- _ -- - -- -- - - - - -- �- -- - - - s - - AVC/YU�- s - -- - - } - - s - -- PERMITS _ - - - -- 9_ -- -- - -- _ 3 4' I - S - - I a��/�f -- - - 3• rA5C0 ENGINEERING L L SNEET_t -- - -- 5 - -- -- S 3 C1 T V OF EACINITAS - -- - - - - -- -- -- w -- ..----- --� - -- _ . - -- - - - - N /A_ - - -- - -- - EROSION & SEDIMENT CONTROL PLANS FOR O �.... _ (ehl a•s �:IS REZONE Of NO. _ r- - sas wo .woMwwr ro+ } fNii[ I I aoLwwA PEACH. a asos SPECIAL USE PERMIT NO. nn TENTATIVE MAP NO.__ TPM g8 -?� TPM 8� - �W � {_ CITY APPROVED CIii1NR � BEtVCIf -1 MARK' Lai C - - -- - - - - G - -- -- - - - -- - - -- - - -- - w - - -- __ - -- - -- w -- - - w - -- -_ - - - - - _ - - -- t � ! N.� o..�i»• AAewN hr Daft CA LIFO RNIA D - (o - ME COOROUOATE 1 X X /ST 6" l,/ATERG /NE OilTE 6 /AIG PCL' - aj -- - - - - - -- - t- -- -- OEUNwT�oN !J HANMOLE E / ►BERT ._ _.__ ._ i a• _ _I f E+••••• •� •••• !T 1'A��,43Lo _ l s 1 S 49 3 . l Ay�� / Ih .. _-- _ - / l z � � 'I3 _ -- - - --- _ - - - - - -- -, - -, C /TY ENIi /NEE - fl LOCATION . T14C /N TER5EC r/ON OF 6 LA • UC US - T - I p /J �E I LEAP f 9 _� s! _f2_ s7 AND NYGE /A AVE -_ I ' l L/ - -- ,°„ z fESO+aFSOr �El : D /STR /G l ` _ ----- - - / - � 7 EIEVAT100 -^ _ DATUM _- L .C ���s�- -_ -..: - �� J �__. -..� bill -- B JJPw FnE NO.