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1988-8338 G (Plans) GENERAL NOTES: 1 APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF 1) OWNER / PERMITEE WILLIAM K.H. YEN 45) EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD 24) APPROVAL Of THESE PLANS BY THE CITY OR COUNTY ENGINEER 10975 TORREYANA RD. STE. 304 AVAILABLE AT ALL TIMES DURING THE IIAINY SEASON. ALL NECESSARY PURPOSES BEEN SAN DIEGO, CA 92121 DOES NOT AUTHORIZE ANY WORK OR BEEN O BTAINED AND A VALID BE PERFORMED UNTIL MATERIALS SHALL BE STOCKPILED ON -SITE AT CONVENIENT LOCATIONS 2. FINAL APPROVAL OF THESE GRADING PLANS /SSUBJECT TO (619) 546 -8909 THE PROPERTY OWNERS PERMISSION HAS B O GRADING PERMIT HAS BEEN ISSUED. TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT RAIN IS IMMINENT, PLANS WHEREAPPLICABLE FINAL CURB GRADE ELEVATIONS 2) ENGINEER Of WORK CONWAY b ASSOC., INC. 35 LIVERPOOL DR. SUITE A 25) ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE MA Y REQUIRE CHANGES IN THESE PLANS 1 135 LIVERPOOL WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS 46) DEVICES SHOWN ON THE PLANS, IF ANY, SHALL NOT BE MOVED OR 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL (619) CAR CA CA 53 92001 OR EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY MODIFIED WITHOUT THE APPROVAL OF THE PUBLIC WORKS INSPECTOR. SITE OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIODS BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU 47) THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 4 A CONSTRUCTION, EXCAVATION OR ENCROACHMENT 3) CONTRACTOR SHALL NOTIFY ENGINEER, IN WRITING, PRIOR TO FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE TO WORKING ORDER TO THE SATISFACTION OF THE CITY OR COUNTY O HE DIRECTO N O HE COUNTY W ORKS WIL WA Y S TART OF FIELD WORK. DONE ON WEEKENDS AND HOLIDAYS. ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. REQUIRED FOR 4) PRIOR TO CONSTRUCTION OR GRADING, CONTRACTOR SHALL VERIFY 26) ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE 48) THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL PLANTED /N ACCORDANCE WITH SAN O/fG0 COUNTY SPfCIF IN THE FIELD ALL ELEVATIONS, DIMENSIONS, FLOW LINES, EXISTING CONTRACTOR TO THE CITY OR COUNTY ENGINEER FOR APPROVAL PRIOR MEASURES AS MAY BE REQUIRED BY THE CITY OR COUNTY ENGINEER /CA TONS. CONDITIONS AND POINTS OF CONNECTION. ALL DISCREPANCIES SHALL TO BEGINNING OF WORK. DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN 6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND E CALLED TO THE ATTENTION OF THE ENGINEER, IN WRITING, CIRCUMSTANCES WHICH MAY ARISE. LOCAT OF ALL UTILITIES BEFORE COMMENCING WORK BEFORE PROCEEDING WITH THE WORK. 27) IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE LLOWING AGENCIES 49) THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE FO MATERIAL SHALL BE DEPOSITED AT, A LEGAL SITE. 5) ALL BUILDING DIMENSIONS REFERENCE ARCHITECTURAL PLANS BY: NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS SANDIEGOGAS& ELECTRIC 1 -600- 422- 4133 ?LAW Cygrg 4 EN /Z - 1 3 - 8 8 * E1 Zq 28) A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD AT THE SITE WHERE IMPOUNDED WATER$ CREATE A HAZARDOUS CONDITION. PACIFIC TELEPHONE j1 It " PRIOR TO THE START OF WORK AND SHALL BE ATTENDED BY ALL CA TV 7M C495 ((o19) 744 - G6 6G GREG WATT REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION 50) ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SEWER CARD /FF SE WSR Ir 5G5 -565? (619) 942 -9225 , INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. GRADING PLAN SHALL BE INCORPORATED HEREON. WATER _c%AN O/EGUlTD r/ 753- 1 f4 5 29) CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO 51) GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 7 SOILS REPORT MAY BE REQUIRED PRIOP THE I 6) THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF CONTROL SOIL MOVEMENT SATISFACTORY TO THE CITY OR COUNTY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. SSUANCE OF BUILDING PERMIT APPROVAL OF THESE PLANS BY THE DIRECTOR )BL IC ALL UTILITIES AND EASEMENTS BEFORE COMMENCING WITH WORK. ENGINEER IN THE EVENT THE SITE IS EXPOSED TO TO EROSION 8 WORKS DOES NOT AUTHORIZE ANY WORK C: DING THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, GAS, ELECTRIC, DURING THE PERIOD NOVEMBER 1 TO APRIL 15. EROSION CONTROL 52) REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TO BE PERFORMED UNTIL THE PROPERTY OW, PER WATER, SEWER, T.V., STORM DRAIN, AND TELEPHONE. MEASURES SHALL INCLUDE BUT ARE NOT LIMITED T0: SLOPE THE END Of EACH WORKING DAY WHEN THE FIVE -DAY RAIN 7 THESE PLAN DO NOT AUTHORI ANY WORK OR GRADING TO BE PERMIT H BEEN ISSUED PROTECTION, STILLING BASINS, SANDBAGS AND STORM DRAINS. PROBABILITY FORECAST EXCEEDS 40%. HAS NINED AND A VALID DING PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN 30) CUT SLOPES AND FILL SLOPES SHALL BE NO STEEPER THAN 2 9 THE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE OBTAINED AND A VALID BUILDING OR GRADING PERMIT HAS BEEN FEET HORIZONTAL TO 1 FOOT VERTICAL ( UNLESS RECOMMENDED BY A ISSUED. PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL SOILS ENGINEER ) APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE 8) ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PLACED ON THE AREA COVERED BY THESE PLANS NO PRODUCE A CONTOURED TRANSITION FROM CUT TI FILL FACES TO 31) THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND WAIVER OF THE GRADING ORDINANCE REQUIREMENTS NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. CO,PLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS TH COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY MADE OR IMPLIED /SECTIONS87403 & 874101 ANY SUCH 9) THE PERMITEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL LEGEND INDEX WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF DPL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 10 ALL OPERATIONS CONDUCTED ON THE PREMISES, TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LANG SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY PRIVATE OR HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- PUBLIC PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL TORE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR OR LIABILITY, REAL OR ALLEGED [N CONNECTION WITH PERFORMANCE Of OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED 2 GRADING P L A N CONSTRUCTION EOUIPMENT AND ANY OTHER ASSOCIATED R GRADING FOUIP WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING FROM PROPERTY LINE — — — — — — — — — — — — — — .... MENT SHALL BE LIMITED TO THE PERIOD SOLE NEGLIGENCE OF OWNER OR ENGINEER. BETWEEN 700 am AND 600 pm EACH DAY, MONDAY THIS PLAN. EXISTING CONTOUR ELEVATION---- - - - - -- ?2--.' "' " "" 3 DETAILS THROUGH SATURDAY, ANDNOEARTHMOVINGORGRAOING 10) ALL TOE OF SLOPES TO BE 3' MINIMUM FROM ADJACENT PROPERTY PROPOSED SPOT ELEVATION► - - - — — — — — 32) ALL SWALES AND DITCHES SHALL HAVE A MINIMUM 1% SLOPE. 0 0 OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON LINE. ALL TOP OF SLOPES TO BE 3' MINIMUM FROM ADJACENT 33) NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SUNDA YS OR HOLIDA YS PROPERTY LINE AND HAVE A BROW DITCH ALONG THE TOP OF SLOPE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, PROPOSED CUT SLOPE (2:1 MAX)_._. — — — — — — � 4 SECTION /1 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EX /STING FOR DRAINAGE (WHERE INDICATED), CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM 11) ALL CUT AND FILL SLOPES SHALL BE TRIMMED TO PRODUCE A AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, PROPOSED FILL SLOPE (2:1 MAX) 5 EROSION C O N T R 0 L CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE SITE SHALL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND DIRECTION OF FLOW-- — — — — — — — — — _ — � CUT ES REGULATIONS. 11 NOTW ITHST A NDING THE MINIMUM STANDARDS SET FORTH BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR R � IN THE GRADING ORDINANCE AND NOTWITHSTANDING TH OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE 34) QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, ROUGH GRADE— E — — — — — — — — — — — APPROVAL OF THESE GRADING PLANS, THE PERMITTEf E APPROVED BY THE CITY OR COUNTY ENGINEER, FURTHER QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE NOT TO BE USED OR IN ANY WAY REPRESENTED AS ACCURATE OR CERTIFIED INVERT ELEVATION--------- — — / E. RESPONSIBLE FOR THE PREVENTION DAMAGE TO THE ADJACENT PROPERTY NO PERSON SH fXCA VA `f ON 12) ALL WORK ON THIS PLAN 1S TO BE PERFORMED BY A LICENSED QUANTITIES. n LAND SO CLOSE TO THE PROPER TYLINf AS TO END, LAGER CONTRACTOR. SAID CONTRACTOR SHALL AT ONCE REPORT TO THE PROPOSED MATER LATERAL — — — — — — — — w ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY FUNC. ENGINEER OF WORK, IN WRITING, ANY DISCREPANCY OR OMISSION HE 35) THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TION OF ANY SEWAGE DISPOSAL SYSTEM GP ANY )THER MAY DISCOVER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF TO PROTECT THE UTILITY LINES SHOWN AND OTHER LINES NOT OF PROPOSED SEWER LATERAL -- PUBLIC OR PRIVATE PROPERTY WITHOUT SUF ;AND WORK IN WRITING, OF ANY WORK SHOWN HEREON THAT, IN HIS RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER PROTECTING SUCH PROPERTY FROM SETTL •;. KING, `'♦ OPINION, CANNOT BE FULLY GUARANTEED. EXISTING SURFACE IMPROVEMENT DAMAGED BY THE CONTRACTOR SHALL INDICATES, RIM ELEVATION - -- - - - — — — — s INDICATES INVERT ELEVATION — EROSION,SILTING,SCOUR OR OTHER OA MAG£ MGHT Lo — — — — — v BE REPLACED AS REQUIRED BY THE CITY OR COUNTY ENGINEERING RESULTfROMTHEGRAOlNGOESCRIBfDONTH1 . THE C 13) ALL WORK SHOWN HEREON SHALL CONFORM TO ALL APPLICABLE DEPARTMENT. EXISTING UTILITIES SHOWN HEREON ARE PLOTTED FROM INDICATES 12" X 12" PVC BASIN---- — — — COUNTY WILL HOLD THE PERMITTEf RESPONS;BLf FOR FEDERAL, STATE AND LOCAL ORDINANCES. IN THE EVENT ANY RECORD AND MAY NOT NECESSARILY BE WHERE SHOWN. IT IS.THE ® CORRECTION OF NON DEDICATED IMPROVEMENTS WHICH T DISCREPANCY BETWEEN THE WORK SHOWN HEREON AND SAID CONTRACTOR'S RESPONSIBILITY TO DETERMINE LOCATION PRIOR TO INDICATES 3" PVC DRAIN MIN SLOPE 1Z — _ DA MAGE ADJACENT PROPERTY - -- — ORDINANCES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND CONSTRUCTION. — 13 SL 0 P E RA TIO S NOTIFY THE ENGINEER OF WORK, — INDICATES RETAINING WALL — — — -- — 36) PRECISE LOCATIONS AND ELEVATIONS ARE NOT SHOWN FOR THE CUT - lh T ROT MINOR SCOPES 11FOR MAJOR SLOPES 14) THE SCOPE OF WORK ON THIS PLAN DOES NOT INCLUDE OFF -SITE EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE INDICATES HEIGHT OF RETAINING WALL — — — — O FILL -21 Slopes Dewanng From The Above W11 Rec1mrc GRADING OTHER THAN SHOWN HEREON. SHOULD THE CONTRACTOR OR SUFFICIENT EXPLORATIONS TO LOCATE UTILITIES- BEFORE COMMENCING -- ApI „ova/ Of The Director Of Public i )rks Alter INSPECTOR DETERMINE THAT SUCH ADDITIONAL WORK IS NECESSARY, CONSTRUCTION AND SHALL NOTIFY THE ENGINEER Of WORK OF ANY Review Of A Report From A So //s E ?r CD PLEASE CONTACT THE ENGINEER OF WORK. POTENTIAL CONFLICTS, CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION 19 C Y FILL /NSIC O ur PROTECTION Of EXISTING UTILITIES. _ 15) ALL AREAS SHALL BE GRADED TO DRAIN. IMPROPER GRADING RESULTING IN THE PONDING OF WATER 15 NOT ALLOWED. 37) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY WASTENAIP Ob For C A Separate r Must Be ta PIPE OR STRUCTURE SHOWN ON THESE PLANS WERE OBTAINED BY A Be Obtained for Wastt e Or Import 16) REFERENCE ARCHITECTURAL PLAN OR STRUCTURAL ENGINEERING SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF KNOWLEDGE SPECIAL CONDITION IF ANYARCHAfOLOGICALRfSOU�:. RE CALCULATIONS FOR ALL RETAINING WALL DETAILS. ALL RETAINING THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE . S F T1 DlscovEREo ON rHF SITE OF THIS GRADING DURING GRADING WALLS WHICH ARE PART OF ANY STRUCTURE ARE TO BE DESIGNED BY A PLANS. OPERATIONS SUCH OPERATIONS WILL CEASE IMMEDIATEL AND CIVIL OR STRUCTURAL ENGINEER. ALL RETAINING WALLS TO BE THE PERMITTEf WILL NoT/Fv THE DIRFCTOR OF PUBLICWORKS ( P �m . CONSTRUCTED UNDER SEPARATE PERMIT WHICH MUST BE OBTAINED FROM 38) NO COMBUSTIBLE MATERIALS(, TRASH OR ORGANIC MATTER SHALL OF THE DISCOVERY GRADING OPERATIONS WILL NOT RECOM v THE BUILDING DEPARTMENT PRIOR TO THE GRADING PERMIT, BE PLACED IN EMBANKMENTS. CLODS OR HARD LUMPS OF EARTH OVER `! MENCE UNTIL THE PERMITTEf HAS RECEIVED WRITTEN Z 12” IN GREATEST DIMENSION SHALL BE BROKEN UP BEFORE BEING `� f AUTHOPIry FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO 17) BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE PLACE IN EMBANKMENTS. GRADED. NO TREES SHALL BE REMOVED UNLESS SPECIFICALLY NOTED v ON THE PLAN. 39) ALL SLOPES SHALL BE CONTOUR GRADED SO AS TO ROUND THE O , CORNERS AND TO BLEND MANUFACTURED SLOPES INTO ADJACENT s 18) ALL DIMENSIONS SHOWN ON THIS PLAN ARE AT 90 DEGREES FROM NATURAL SLOPES. OR PARALLEL TO ADJACENT PROPERTY OR BUILDING LINES UNLESS LA OTHERWISE NOTED. REGARDLESS Of ANY DIMENSION SHOWN ON ANY 40) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC PLAN, NO TOP OF BANK, EXCAVATION OR TOE OF SLOPE IS TO BE COMPANY PRIOR TO TO STARTING WORK NEAR EXISTING COMPANY = CLOSER THAN 3 FEET TO ANY ADJACENT PROPERTY LINE OR NO CLOSER FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY ' THAN 5 FEET TO ANY PROPOSED STRUCTURE. REPRESENTATIVES. PHONE NUMBER 232 -4252 EXT. 1658 19) ALL TREES ON THE SITE ARE TO BE MARKED BY A LANDSCAPE 41) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR ARCHITECT PRIOR TO GRADING, DEMOLITION AND / OR CONSTRUCTION DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS = • ON THE SITE. SILVER TAPE WILL INDICATE A TREE TO REMAIN. BLUE A DIRECT RESULT OF THE GRADING OPERATION. TAPE WILL INDICATE A TREE TO BE RELOCATED. UNMARKED WILL INDICATE A TREE TO BE REMOVED. ANY AND ALL GRADING IN THE 42) WHERE AN EXISTING PIPE IS TO BE ABANDONED AS THE RESULT 14MEDIATE VICINITY OF ANY TREE TO REMAIN SHALL BE DONE UNDER OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET i THE SUPERVISION OF A LANDSCAPE ARCHITECT. OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY i PRIVATE CONTRACT THE PIPE 20) THE ENGINEER OF WORK WILL IN NO WAY BE RESPONSIBLE FOR COMPLETELY S ED CCONCRETEEOR�REMOVED. SHOULD BE PERMITS H HOW THE FIELD WORK IS PERFORMED; SAFETY IN, ON, OR ABOUT THE DEPART Of PUBL WDHKS SHEETS O JOB SITE; METHOD OF PERFORMANCE OR TIMELINESS OF PERFORMANCE 43) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY i� OF THE WORK. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL REZONE PERMIT NO. IVA GRADING PLANS FOR COORDINATE THE WORK WITH COMPANY REPRESENTATIVES. PHONE SPECIAL USE PERMIT NO. AIA S W CORNER 21) PLEASE CONTACT CONWAY b ASSOCIATES, INC. WITH ANY NUMBER 298 -0595. QUESTIONS CONCERNING THIS PLAN AT (619) 753 -1453 VICINITY M MAP TENTATIVE MAP NO IVA 44) AS SOON AS GRADING IS COMPLETED, SLOPES SHOWN SHALL BE OXFOR " cFf 22) A PERMIT FROM THE CITY OR COUNTY ENGINEER WILL BE ESTABLISHED BY HYDROSEEDING, MULCHING AND FERTILIZATION. THE APPROVED CHANGES BENCH MARK REQUIRED FOR ANY WORK IN THE RIGHT- OF -WAY. SEED MIX SHALL BE DESIGNED BY AN EXPERT IN THE FIELD AND NO SCALE SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. THE Ne. Oeecnvllee APV•o,elev Dee DESCRIPTION AVATL7fZAL- G'ROUAZ4) �lJA77 E.y., of oft 23) LOTS SHALL DRAIN AS SHOWN ON PLAN AT A MINIMUM 2 PERCENT MULCH SHALL BE APPLIED AT NUT LESS THAN 2000 POUNDS PER ACRE i4T DIREtTOrIOfMJNLICWONR Z SLOPE. AND THE FERTILIZER AT NOT LESS THAN 1000 POUNDS PER ACRE UNLESS OTHERWISE SPECIFIED ON A LANDSCAPE PLAN LOCATION: n/OR77� /?l ZwlU c , QV 1 n/T - ElZSK77gAi ev RAE y0 b6Tu/fF�v %h r✓ L LOTS ov Ox�acc! Avg W z RECORD FROM. /)/Q c,.,,� Z = ELEVATION: 106.6 DATUM: 455LIXEV W O. FILE N0. V 01 g. ,S`7F.1° 70 R/w 7a �N fJC /3T /NG' GR<1 a�avc � �d�' (- �`� O P E A � fop' C IO V . 1 � ti� SC S gb a � O q(a o 4f1 4rk a?� �jq?. ' a\ r© qo g' b 0� b� O P� �y b� O 81 I b� 9 9 , NOTE SEE ARCHITECTURAL PLANS FOR-ALL DIMENSIONS. A IX 1 ' ? , SEE ARCHITECTURAL PLANS FOR ALL PROPERTY LINE DIMENSIONS. ®,� ', ." � . —�� FIELD VERIFY ALL CRITICAL POINTS OF CONNECTION OR ELEVATIONS. '1 i , EoliE OF EXis r14 1 C O r I / 4 1 P E T E i AC. �4LLE�1 All PROPOSED ELEVATION A R E F INISHED SURFACE ELEVATIONS. 1 ; FRON 'SLOPE F�POM T �. I 1 `' GA.P.46E ,, j ; I ; E*gWs10 v ✓olArr AT /L ' i I r Z' 1 I xk - Irlo C'�P ETE 70 L S77Ad i .4C .�cLEr, 7y,�/csu. ar /I.�s �o �ScA°fT 7 a4W/ F//I)\ fL,r ELEV. 92. 6 �, FIN FL,P ELEV RL 58_� y I MIN kl5s - Tn � / F/N iq�i ELEV 92. D F /NP/!D ELEV. B ; i CONCRE IYPICQL ALL W4LLS 1-h y I I v 9\ ►c 6 1-A B \ L�1-0 I — 9 ,51-.43 ti 1 p� ; � � ,� •. I ; I r I r W a q PAT/ON r A. r ! �1,16414 9" ENO G f } 9ti r o r � r IO 00 / : '9I 9 J ✓ 9` L I I ao L I a �� � ' V 69 k \O p I I I °` • �,::'�: X '`, � - ' •' , :.' �'� , BL p •� G4 AGE � �'E ,.raw! M S G 6(0 33 O BO. LA 4 0� ; cavc�ErE ; Lo • . 1 ', Q \� I f Orr /VIC 'V ��. 9 . D F� N S7FR WAU A7M" r II; 9 ti FFtJELE Lo ro I I` 2 1 1 7 p. 6 ' FF 2 ELEV. 60.63 r yft p /\ < 4 3 yo , , =4 770 I V 1� � ,' I 1 I b • �' 4R,) G• P4 SS r ' fy I % � y �L4/Vrfir I q� ti9 3 r (619 Q 00 op; 41 ( 06 r \ CO/VCTETE kwelN D /a I. � ; i ,, ' n,TcsiExisliivl� q. c. PRIVATE CONTRACT Q PERMITS couNTr of SAN olEao �� DEPARTMENT OF PUEIUC VIIOIIKi °o SM ETS ZO — E Q, c. REZONE PERMIT NO. E S N 011ADIN0 ►LANE FOR: z MCIAL USE PERMITNO. SW CORNER O TENTATIVE MAP NO. y � ,��POVE0 CHANGES BENCH MARK 0/�ORD /NORFOLK M 45 r...+b NE. OEEEAtnE Ar Ow � DISC RNRION : Nr «M Ep "rr of .«k = AMC ol�icTO� os runic wonlu NORFOLK D RIVE ,� LOTION: Ei~: 11 C.E. W W RECORD f ROM d ELEVATION: ADD. O OATUM: ALSS /M D '•^^" "' .a Z W Al F NA REMOVABLE GRATE SLOPE TO �1 5` OV L A ZOO _DRAIN RETAINING WALL NOT A PART OF THIS P LA 1E DRAIN FROM CLEAN OUT OTHER AREAS (OPTIONAL- CLEAN OUT SEE PLANS) CONCRETE SWALE G" WATEPEROOF DRAIN Zr R/W ° ° ARCH. PLANS - .. NOT A PART _ OF THIS PLAN F.T.G. 97 OF THIS PLAN DRAIN DETAIL NO SCALE Lo T SEE ARCH PLANS I co Lo RETAINIk A NO APART I1 FACE OF STRUCTURE OF THIS PLAN NOT A PART T' OF THIS PLAN /8 v /Z G, HEIGHT OF RETAINING WALL VARIES - v .5' TO GRADE L X `EE ARCH. PLANS z OR WATERPROOFED - -ate- RETAINING WALL L 3 OU FOOTING SEE ARCH. PLANS 1 •t VJ Q NOT A PART OF THIS PLAN clid PRIVATE CONTRACT PERMITS Q ® OEFART>1/ENT OF PUlkIC WOPWA Ts S WA L E DETAIL REZONE PERMIT NO. GRADING FLANS FOR: z NO SCALE SPECIAL USE PERMIT NO. SW CORNER O TENTATIVE MAP NO. ( , APFfovEO CHAN3ES MNCH MAID OXFORD_/ NORFOLK N cAFcff .. AMF'"Id M Ow W OESCRNTION: dw M is RlC70R OF FNrUC WORKS LOCATION: W = RECORD FROM: 1g ELEVATION: h9llOD / s DATUM: °i ""' Da n Fww�n Me. � Z = W � FILE N0. I 1 OXFORD f00 90 AULY � 1 I SECTION AT CENTER OF SOUTH LOT SC.Am VERTICAL 1" = 6' HORIZONTAL 1" = 6' 1 OXFORD - - - - -- too Lo 90 Lo 1 ` ALLAY so %ftwool U Z U SECTION AT CENTER OF NORTH LOT O CD SCALE VERTICAL 1" 6' Q HORIZONTAL 1" = 6' 06 PAIVATlE CONTRACT Q PERMITS L �► DEPARTMENT of PuE,uc woRlcs s „ REZONE PERMIT NO. GRADING PLANS FOR: Z SPECIAL USE PERMIT NO. SW_ CORNER. 0 TENTATIVE MAP NO. 0Xf ORS / NOR 10, � PO U APRVED CHANCES BENCH MARK �l/Y T7V1 ;ai N�. OAtAIiMI ANfwwl H DAM a DEECRIFTION: ApMovod of .vo.Y. dc DIRECTOR OF PUSLIC M011N! LOCATION: ~' N cc O W = RECORD FROM W W bMiry = ELEVATION: SOD. Q DATUM: 4fSLSUMFD W FILE N0. I lk ,S7FP TA° )W 70��`f7tTC<l Ex /,4T /NC 6,A'M S 4CCLVG 1 a� O q0 9a� 0q glb �� O PJ� vh r r � 47. ; e� ,f NOTES• / ^ : /�� -•^ SEE ARCHITECTURAL PLANS FOR -ALL DIMENSIONS. SEE ARCHITECTURAL PLANS FOR ALL PROPERTY LINE DIMENSIONS. 3. FIELD VERIFY AFL CRITICAL POINTS OF CONNECTION OR ELEVATIONS. ' gLLE ALL PROPOSED ELEVATION ARE FINISHED SURFACE ELEVATIONS. ` t �T /p ; CO�/Q PETE A O r FRONT ,CsAP.4$E ',SCOPE F�POM I j TV 61 Q PLA REp NFsioER/ EXf34J�/S✓ON rJO�iv'T - AT /� Q� / M /�1/ ; 2•• I Ft7Ei�lO Cap /GPETE 70 F_4 /Ae AC A4LEr_ 7Y)"YOAL ALG LW a Aa 104 F /i1I`FLiP ELEV. FIN fL.P E[EV .I MIN 0 5F_ TO / FlN PAR EL4 V 92. D F //V PAD ELEI! f CONCRE TYPI Cq L ALL W4 L L S 4a4v6,, I I l k \_ bu Icy ! ! BL O 1 I , Z f ipr— A).o. -1�4 1 mt*4 E eqo� j 5 r of 54nro- ot4 r • scar° 9 .SLAES ,�. �ti -•` � `',, i r ?e. � �L �tl- �.�.;7 EGGS �k� �12�' W I . !� P.4T/0 t I _ 'I _Tw �/\ • r • ` �I % � 1 ' , �(� (� {, V ^ :�1 q^ :,: As k ',''.. �,\ �� ; ! ' , ; ; {/ �.7`j I �A'tii'i rs^ `' 1 r•T rJJ 9ti i ! �0 HIGH -1D K4-I 16 '0 !'S1.rr\l�t Or 4 o f 6 Z — , 33 _ '•. 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Gil PLANS con F{OC('�fP1lL (L SPECIAL USE PERMIT No. S CORNER TENTATIVE MAP NO. oicil A PPROVEO CHANGES BENCH MARK O XFORD/ NORFOLK N• DwaAtNr Aw•wa ti Da a NORFOLK D RIVE DEtCN1►TION: App.W a�� •f .,... a4maCTOat of rUaUt WORKS LOCATION: M P.e.a. G RECORD FROM Q w V ' ELEVATION: 1010 DATW1: Q �SSL //yE0 FILE N0.