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1990-54 G (Plans) MENNEN GENERAL NOTES GRADING EROSION CONTROL LEGAL DESCRIPTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL k 0 VED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MAP 12546 PARCELS 1 L 2 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UM MIS DIRECTION. HE SHALL OBSERVE BRUCE VIEBMID AT (619) 942 - 3146. DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATI PLACEMENT AND COMPACTION OF FILLS A.P.N. NO NUMBERS ASSIGNED AT THIS TIME. THE $AN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFD_LS AND COMPAC'"ON OF TRENCHES. HE SHALL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SITE ADDRESS NORTH EAST CORNER OF 'E' STREET & TETEN WAY GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 2. THE SOILS REPORT TITLED 'GEOLOGIC AND SOILS ENGINEERING TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF INVESTIGATION, 3.7 ACRE HILLSIDE PROPERTY EAST OF 'E' IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OWNER /PERMITTEE STREET, PARCELS 1 THROUGH 4 OF TPM 1870% ENCINITAS, CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE BRUCE WIEGAND CALIFORNIA PREPARED BY SANTA FE SOILS, INC. DATED, JANUARY SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 227 NORTH EL CAMINO REAL 18, 1987, SHALL BE CONSIDERED AS A PART OF THIS GRADING ARE SUITABLE FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING ENCINITAS, CA 92024 PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE INSPECTOR. (619) 942 -3146 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ESTIMATED QUANTITIES 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CUT 151 C.Y.m IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FILL 8,500 C.Y.* CONJUNCTION WITH IMPROVEMENT PLANS. INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND WHICH MAY ARISE. IMPORT 2,349 C.Y. GRADING. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ■ EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ONLY. TO PROTECT ADJACENT PROPERTIES DURING GRADING SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION. OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ■ SOURCE OF TOPOGRAPHY - AERIAL SURVEY REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE GRADING. A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENVIRONMENTAL NOTESo BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ACCORDANCE WITH SPECIFICATIONS. FRdI THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 20% OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN (EXCLUDING ANY EXISTING MAN MADE SLOPES) GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY 7F THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3 AND THE MAXIMUM SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH VERTICAL HEIGHT OF FILL 10. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RAINFALL, FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 6T (C.F.) = 2.95 FT REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OF CUT C (SF.) LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED B.) AVERAGE DEPTH as VOLUME OF FILL (CF.) = 4,077 (C.F.) is 1.1 FT MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE OF FILL AREA OF FILL (SF.) 3,700 (SF.) CONDUCTED BETWEEN THE HOURS OF 5130 P.M. AND 7130 A.M. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES„ BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVATION. 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 NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. f, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A LANDSCAPING SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SHOWN ON THESE PLANS, HOWEVER WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND THE CONTRACTOR IS REQUIRED TO TAKE DUE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED OI ALL IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION THE FOLLOWING RESPONSIBILITY TO CONTACT THE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 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 - 694 -3273 B. GAS 6 ELECTRIC - 800 - 422 -4133 C. WATER - 753 -6466 D. TELEPHONE - SM- 422 -4133 E. CABLE TV - 800 - 422 -4133 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONEt (619) 944 -5070 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONEi (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, 8TN Rg ST vie DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE V) w0 R� N �No R `2 r N ST I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS � L ERIK J. NELSON, A REGISTERED CIVIL ENGINEER IN THE STATE o, �Q�• PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE � 2v, �Q�. OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF d t DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS TCTery AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH APPLIED SOIL MECHANICS HAVE REVIEWED THRESE GRADING PLANS AND CERTIFY 3 o w� THAT THE RECOMNENDATD>rIS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT 9s ar� CURRENT STANDARDS. S ATE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- - 0 tic CATIONS BY THE CITY O Ro FEssl , F ENCINITAS IS CONFINED TO A REVIEW ONLY QROFESSf y �� ve �� So AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- k� E A, p / , SIGNEDs _________ __ _ ______ cu F sy BILITIES FOR PROJECT DESIGN. � RCE NO1 C 44102 L) o tiTq ' p 3P S� EXP. DATES 6/30/93 w W No co"M _ a. E.o a c b VICINITY MAP BYE _______ DATE & 6 O' No. 29577 NO SCALE WAYNE PASCO Ex� 3 31.1 4c � Of CILN Ld R.C.E. 29577 C v j\, :3 EXP. 3 -31 -91 � OF CI1l1fr� c REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL DIBTIICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 3 °Elcnr'T PLANS PREPARED UNDER SUPERVISION OF APP Y / p >? CwICRETE ItRNATN7N L.�I Vl GRADING PLAN FOR TWO SINGLE FAMILY RESIDENCES 0054 -G L' HORIZONTAL 20 !�Y DATE - BY: ��� Q.c.� M w N MUTM RECORDED FROM COM Y OF fAR DECO " / ""' / � R.C.E. NO.: 29 77 N ypt�� COOL VERTICAL NONE DATE: 'v`T$ to90 z � � W I E G A N D � 00 ELEVA " DATUM u f.O.A ENGINEER EXP. JN-31-91 R.C.E. ?-*IN l4 IZ ktr`� No C WU64 WORK PROJECT NO. SHEET OF '^ °l 4 tMcm � M N PE 345 � Li�i1lJQ O EXISTING 40.00' PRIVATE ROAD RASSRENT PEE PROPERTY LINE DOCUMM RScORDBD 24 1948 A@ FILS/PA(E 68- 4!2330 OF OFFICIAL RECORDS. EDGE OF PAVEMENT —.�- 094m m 0-78 8+40W 017CH 3MWLE ! 80T7pM or 3fL71'E O THIS RIM? TO B AI ETEED AND MNlAIE DRAINAGE R/W LINE FACILITIES AND EXCAVATION AND BRMRE! @LOPEE BSTORD TIES LINI" OF SAID RIEMT OF vu EASEMENT LINES — 8 1 yU DEDICATED AND REJECTED PEE PH 15334. .. • • ::.. ...:... P.C.C. PAVING r:.�..•.:..... S..r O RXI@TIEE =A@QENT GRANTED TO SAN DIEGO GAS AND. FINISH ELEVATION 70.0 BLEmIC COWART BY DOCUMENT RECORDED SECTION A -A S!lENBEE 7, 1288 AS EILR/PA(RR 66- 448759 OF NO SCALE OFFICIAL RECORD@. SAID BASEMENT IS NOT EXISTING CONTOUR - -��) -- PLOTTAKA PEON TIES RECORD. FINISH GRADE CONTOUR 70 / 0 4O STREET vmk? D PER CITY OF E=NITAi DAYLIGHT LINE RBSOLUTION Rd ON . t7 -50 JUNE t, 1967 AND RECORBEM BRCENES! 7' 1987 AN FILS/PAEM ED- 87- AM RE- FILL SLOPES 2:1 MAXIMUM 674362 OF OPTICAL RECORDS AND AMENDED RECORDED JUGS 23, 1984 AS FILR/PAGE NO. te- 2:1 MAXIMUM r SCALE r� � i "' CUT SLOPES IA A F ) .�_��' C�L_.. .� .c_ I 361St! OF OPTICAL RECORDS. y 1" - 20 �' OS PRIVATE STREETS TO• EE - MINTAINSD BY MIVAlS BWALEB AND FLOW DIRECTION Q \ 1 ` ROAD �1AINTAIMMP= A0RM NENT RECORDED 01 -22 -90 AS STORM DRAIN !8 "r°CA3>K IDI Q . FILS/PAGM 90- 034913 0-75 , Tye ,QI71V Vy �i BROW DITCH (D -75 TYPE "B ") 3 DITCH EW■R b � - - _ O6 S AOCtii DIS TRICT P PH 153 SUMM DS TO CARRIED I ' D 0 ,;) I SANITATION DISTRICT PER PH 15334 RECORDED DOWN DRAIN (D N 73' /1'00" W 11 244.84 / AUGUST t, 1986 AS FILM NO. 88- 388410. 3 2y MIA/ BROOKES 24" X 24" CATCH BASIN EXIST M.H 1 .�I0 0, O UNU MT IN -FA OF COVER IVATS� @ 759D ?f Jb V\ I HEADWALL (D -32) DBVUAPNMT CO. BY DOCUMM RECORDED PRERUARY 0 3, 1986 AS FILS/PAtM 86- 044677 OF OFFICIAL RIP RAP (D -40) u 30 3ET 84=+ RECORDS. HOS BIB / PAD 735 .� ` , �� 1 I O CRMTEELIRE EXISTING 20.00 FOOT SA@BNM GRANTED TO OLIVENEWN MUNICIPAL WATEE DISTRICT t 1r/ on D■C■ROSR 1@.19187 A@ FILS/PAOS 87- 6!6473 OF \ N LO 1 I I an ICAL RECORD:. 3 Q. L r r '' 9 RXISTING 15.00 FOOT @BrBR EASEMENT O GRANTED TO SANITATION DISTRICT ON MU �. I 28, 1967 Ai FILS/PARE 87- 295353 OP OFFICIAL �� j ::' • 7 GARAGE 1 WORDS. PAD 71.5 W v� •�• / 1• F. 2 ® CNTERLIEE RXI@TING 15. Poor _ fur= TO. CARDIFF iAEIT� S _ IC ON DISTRICTT on IyJ W ^ r + .. a �• +r. I �� � I AEA - 2 80 � i�� SEPTSIEER 24, 1987 . Y FILM/PAM 87-S41849 of W OFFICIAL RECORDS. _. : Z .1 .::. ,•• q . IFF SANITATION DISTRCC V •. ; : ., I�� i I 1 0 : i ? 11 CEM?ERLIME ]EXISTING 15.00 FOG! ENVIER BA@SIEET ^ :. ;^ ,:�` :••: �l'/ ^ GRANTED TO CARD! OM - :•? / -'r.' � AUGUST 20, 1987 AS #ILR/OR PA 87- 473623 EE :. -a , :• /.i' /. • . . .. :• .. OFFICIAL RECORDS. :: .- . '* SqT• I 12 RXISTING 12.00 FOOT SEWBR MURKIEST GRANTED TO 7 O CARDIFF SANITATION DISTRICT ON JUNE 1, 1984 AS r �• -. r. , . • .,,. TILE /PADS 64-256215 OF' OFFICIAL RECORDS. 20 �'�T 7 t l. ,.:: •. .. •• ftt Ai TI PAGE 49-29 OFFICIAL RECORDS 2g' 12' sa GuT 7• •: 1© AN EASEMENT TO PACIFIC BELL RSCORDSD JUNE 21, OZ b I I ✓ EV rla {•.� i0 S+r oaarN ,•'. i LS/ / • !'. G T Cgt/C- ; : IS A GENERAL EASEMENT AND !EE EXACT LOCATION POOL I 7' ' EA r . EW41' r 10' . : ,'a I� .:: . 918 i IS NOT DI@CLONED or RECORD. OAS i 01 ... " ` :. 7/.30. I ':• ;; .:.•.,. _. •• . ..:. ';;. tO EXISTING SA@RNEET GRANTED 1'O BAN DIEM 72.0 ELRtTRIC COMPANY AS iT- S41146 GARAG itPlElwtRR 29, OF v, 3 2 ...h,,. t;' ' I PAD 7Q, N OFFICIAL RECaRD@. USE PA 72.5 r... ... ... :' \ 7/.30. .. .. :. 11 7/. ss !1 L T 72.3 72_3 jm �S \ i L.f - ° or �COLYN As . j 8w I roe or \ PLACE 2 A D1 P P x. 1 I 72 W p T10. 70.9 .E 1CIL U 1 11 � I - � -i 71 Ex 157% 1 a \ EXIST' I ° ► ' 71- 7 2: r SLOPL� IP 12' 1T VARIES VARIES 1 N Q 00w w- o-2y EX13T.fH. ESP 30' T E T EN W A Y O w 2' 10' ,a z' 2 10 ,o' 00w pa/N w z W �>— S ' 9 \ / 7 / '57* 1`4-H e s e 4 ` 1 10 11 TYPICAL SECTION•TETEN WAY TYPICAL SECTION • "E" STREET _ NO SCALE NO SCALE N 72 58') W �exlSTI"G / ex TI,uG rzl 239 08 / - - / /zEr mmn aQ - s'ks' "I' lcre- r) ,;? ;: WQLG �2 CK /A/G PEAL 0-40 I \ rit\r�:. I I/ 1 - r .. Q Q �OFESS /O �E A. Pq �F�y 3 O No. 29577 '! CIVI\- 9� Of CAl \F REVISIONS APPROVED DATE REFERENCES DATE BEWH MAW ec F S(`,� "T DESKFIED BY DRAWN BY CHECKED BY AR COY pF ENCINMAS PUBLIC WORKS DEPARTMENT DRAWING WAP 20 W (j G[D`D DATE BY: CI NOINE 09• oolRaalE � PLANS PREPARED UNDER SUPERVISION OF APPR ED GRADING PLAN FOR TWO SINGLE FAMILY RESIDENCES pp54 G .aew►71a1 �E ' 11 � IocA ( T1o1� HORIZONTAL ���90 ww.. ER fmcomm FRM COUNTY or VERTICAL .� NONE R. C.E. NO.: 29577 DATE: ,1�0 W I E G A N D VERTICAL CONTROL S•� • a "� ^'�� ELEVAI 111" OAT1M . UJIL ENGINEER EXP. 3 - 31 - 91 R.C.E. VtTto , WORK PROJECT NO. SHEET 2 OF 4 PE 345 ,1 E . S-r ap - - - - — 0 7 C 104.8 �\ - -- - -�27 - -- -�� 104.6 -- � 2 26 3.9 Z 1 \ i G24D /A/G i Flee 00 G 45 Deck \S How" 5 TO �- O ' _ rt ' � /05.3 LE —55 9 57.4 104.7 102.9 f - _ i r 60 t_ Uj 70 -Wall — - - 4 goo= eo /-4F' I 60 - 7 - � 12546 �I I - — - LETTE2 OF F�2M /58 /OA/ TO G240E 4S 5HOWA/ HE2EOA/ 1 LETTE2 OP �2M/88/O�t/ 9p 04 re 1 - - 6 - / / - 5b TO GP4DE 45 SHOW'V 6 -/ H6,ee4K/ - ti— 1 O I /- 90 O s 9 - 5 5 1 0 _ _ � QnTE � 3 m t a J 4 `Con �� , r� B 2� p0 X976 97.6 Conc 1_ - --` ( 100 92 1 99.0 � f' I i I 37./ 105 6 1. \ -.- /03.0 �A C �OO.B / -_ 99 B Dirt � - TOP OP B E - _ - Dirt SILIESLOPES - \ 1 _ _ 2M 1080 , 103 4 O T F - -- - -- ro 904. �, 3 y _ 110.5 L/M /T 01 BOJZROW TO Be ITED ON LOTS 104.6 _L_2 A4JO 2 M 2546 r _ 1 __� 102 33 j , AC } jp1. AC 1 69.2 _j :O � / E 69g 0 O ozaveLBdGS 4 5 - I • S4A/D BLIOrS b GkfOV64 5 4A/D A/06405 y TO BE PLACED ? 846�Jfty& l uat i s� TM 90- 73 PARCEL 1 - PM 15333, 1 ` V • Drt 0 I 4f1 P / 03 0 80 / e k _ / 0 °r.-- i 71 4 Ji i AP ROV€D ROBERT WARkLN CITY ENGI RCE 29 814 DATE ENGINEER OF' WORK: i 6 .I. L Lc/y WAYNE PASCO RICE 29577 EXP. 3 -31 -91 Gate ,1 - - - -— PUBLIC W KS DEP 32.4 DDirt — — — 37.2 i�0 C,7RR GRAD Gate bat _ t , 1: T a t0 EXISTING 46.66' rRIVAEIs MBD "m m PROPERTY LINE DOCI>6� O�� �Y� 'f • 1 Si pp rzLi&;U N - 4l =33 6S' OM/ =L"IaL nm*m. EDGE Or PAVEMENT — �. --• — •�T � COML.Ar'IE 0 !IS Rid! TO W ULWAS DpiE�1# R/V LINE SIVALZ s d F ACILITIES me mmowwm me swmkmmm w BASEMENT LINES KAREN ! UN LUM ,* — OssICSW AM EStiNClM !" rll 15334 w . P.C.C. PAVING . �'•.'.`.• Y r:: r O 3 s>I1211" Ws11EN! =ANBSS. !6, W "So , 700 16,11111109014 401111101m ME 600 FINISH ELEVATION SECTION A- A sE!! 7, ENS AN !~IR•i/FAlis 93- 4167!6 W NO SCALE 6FnCiAL'�N• SAID MOMENT is NO! EXISTING CONTOUR - -(�� -- rLSTlAEis rDell W MCMD. FINISH GRADE CONTOUR 70 Y { / $ 4O 8 mums! VAOR'Lm rt RsD6Lrli6S1 INK $?-so as j1Rm a 1 "7 W DAYLIGHT LINE --• • —w mamm NO ErCSmmula 7, 1067 Ai FILB&am M. 67 FILL SLOPES 2:1 MAXIMUM 676362 W OFFICAL RNl70tW' AND AIMIOr AND DI p•=SS !S OLIV tom- O� ` I RNCMDNO juts 23 10M AS WILVOSM NO. M '` C K •�•� \ \ 3 CIL - i 1�� , C) c. v , y � ' 39156! YI OrfICAa Os10tsDi. SCALE M AP - CUT SLOPEB 2 MAXIMUM N ftog5TiC pu y i� O PRIVATE sinsm !0 as Ampralmas sY IRIYAIIS arwas AND FLOW DIRECTION 1 2a Q 1 ROAD pAINTAIRANCS A(EI<ESNBM! RsCGESES 01-22-90 BE re b \ \ STORM DRAIN FILS/ ]FASS -0]� 49 3 0.75, H • k :� l 1 riCA1M � • NOW DITCH (D -75 TYPE "B ") C� a } / O - - - - -- yy — -t afCt1Y p. f 6 iE11Rt At7CSii �A�! iA11ITArION DlflRiC! PER M! 15336 RIOB� 1' .. 2 .$4 _ . -- _. AU011S! 6, 1996 Ai ]FILE NO. 64- 366416. DOW DRAIN (D - - - - -- BROOKES 2!" X 2�" CATCH BASIN CX/ef l•1M , 3 smL w- 0 0 ' • 0" O7 sXIiTIN6 L6." rem rsiMBSl, i ■M HRADYALL (D -32 ) ( 7 " EASMNT Is • ]FAr6s M dOVSR EsiOlt� DBV![.6FIlw CO. at DOCIMNT romwiBet • 1966 AS FILE/PAR 06 -666637 RIP RAP (D - 40) lIRIlBii 3, V 3fT� ~ fie► \ Rs00RDi. HOSE BIB / PAD 735 �, 1 ( Oe CsRll6 Q IS NXISTINO 29.60 r00! magus E 7RAN!!O i1sAIN MMICIPAL 1� ODinner Dinner 0 11 Di 11108 18. ?967 as rlLs/Pmp 67- 696473 9S' L n OF]FICAL RNCORDt. N LO 1 1 I u► 3 � . • �T � � � � ^ � O9 iZI STENO 15. N rr0'! isYSEI tA�l. W : f * Fp // I GRmrm T6 CAROIr .. smir DIvmcf 2t, 1167 As rlLS ar R� .... _ :_.. I •� r 7 \ .• ' ` /PAOS a53 of OFFICIAL J ' .. '. ; :: J .'.: •.' GARAGE RBOatDi. :• :.. :• , r:.•..'.;� `."•;.::: ''':: PAD 71.5 W SANDBAGS NON • .. CMRU LINE EX ISlSM 1S." Von ass! a aAai■NF GRAVELBAGS O ».. I z ® OC.300 - � vZl � � • '• 7 4Z � _ QsANlsO TO CWIrt iANIlAlI9Dinner 961 W ,u •,� 8 saTEloslt 24 1167 AN rILSRAO! 67- 541649 0]F W 2 r / ^ ''•• / OFFICIAL. RsCORDS. C _ .. 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