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ARI I I I, � I �l � PER 42 hM;H SAFETY WALL EXISTIWG--�� PER PLAN 42 HIGH 6%wm FENCE TO BE APPROVED BATTER GI40M FENCE TO BE APPROVED BY PIM/NING DEPT. , 3' MIN - BY PLANYING DEPT. rr PROPOSE 60 ctm PROPOSED 6" oj:e OFFICE BUILDING /! X Sp p PER MRSO 6-1 PUNTER PLANTER PLANTER ,..;,,••;::., ....•; 1 III —I I i —III III —I III —I i I I I f I I I —III— , -� I I —Iii I 11=1 l I C I — I " - — PROPbSTD Pcc —) I— 11= III =1 11 =1 7: PROPOSED AC PATIO Tr Ps n AN PAM090 ALLEN BLOD " OVER PROPOSED 3 AC OVER PET. MALL PER SEPARATE \ MALL DESIGN PLAN 6" CLASS II BASE ; PROPOSED MASONRY MALL 6" CLASS II BASE II PER STRUCTURAL MALL CALCS EXISTING ( _ PROPOSED ALLEN BLOCK SAO(,Np fiROIMID PET. WALL PEP SEPARATE = = I I MALL DESIGN PLAN -�fi�l I I —III— I =1 I tfi I I — I - � I_ I -1 WTI I I -1 I ra 11= --(� =1 I I- y -_ _ - SECTION A -A SEC?70N D-D �'$dN O� - _ -- NO T TO SCALE - - _ - - - - - RIOT TO SCALE - - - _ _wT TO SCALE - x. i3 LINE 0.5' ITS 42' tf7GH SAFETY 0. 5 ' _� � 1111 — I 1 =1 I I —_ FENCE TO BE APPROVED BY PLJAVIVIIVG DEPT. — II I =I I PROPD3E0 � TW F PLAN av G p PL TER - _ -- PER SOI4SD G -1 VARIES �� ' ST JT.75 FS - - - iTOP CURB FLUSH X96.0 TM IN PLAN _ 5 - - PER PLAN -- - - - - - TYPE 6 tuRR5 PLANTER - — a PLANTER � 2 P � I ( III— _ DETAII. A - -I - - - - -- — -- — OFFICE BUILDING /f -- �� ' MANY P � III III — III — I I I I I IIII 1 I III — I 1 I I I I I III JD TO SCALE —1 I I— III —I I I —III —I — III — III — III — III —III ;— I I— III — III —I I; c-� s4 O T I I =1 I- T AC OVER PITTratu -, �P�nP� II 1 1 TI ITF PER PLAN 6" GLASS I BASE ' PROPOSED PCC PROPDWED M*EL R ;'' . = III — = OPENING PATIO S '2 = III =III, 11 1— _—I S G � PROPOSED ALLEN BLOCK' DEEP PROPOSED ALLEN BLOCK VARIES — —I � — PET. WALL PER SEPARATE = AEI. MALL PER SEPARATE plA{d — I �— —III= SQRSD G 2 MALL DESIGN PLAN "P WALL MASaN4Y PET. MALL ' MALL DESIGN PLAN - MIDDLE PER S�tSD C -3 I= PET. WALL PER —1 =1 =I = PROP0.SED MASdrRY t" HOLES EXISTING 4. 9 . —I - t �_� I �_� �_� �_� - II 1 FL Nrn urea tow IOU GROLIND U. U TTER, PROPOSED 3 AC AVER ll - SDRSD C -! FL I�PPER AND SIDEWALK 6 C rr=l 1 =I I= LASS II BASE —� =1 _ �ECTTON E E � � .. . &ECTTQIV B - _hQT TO SCALE NOT TO .SCALE in TOP FOOTING T�FJ I P ' c FL LOWER a SEC7MN TOP MALL (TM) , 0 , - MASONRY SORSD C- A L 0, R E FL UPPER }X FL LOWER wA LL i - 5TORMWATER TREATMENT 9MP - - 3 1X TCP FVOTM (TW) r lATTER - -- - - -SEE SbiEET- 1- FOR - -MOTES - - - - -- - - - CI�B 6 CO IN RIP-PAP M/ I2 �TE PEP Q BACKING PER SORSD D -!0 FR — TYPE &-f i1I —'I Ti' =i i'— WTI— ITI— iTi —IT1 F qOPOM ALLE V BLOCK CUB r; T. MALL PER SEPARATE 1 PROPOSED *EEl PROPOSED 3 AC OVER :III DESIGN AN EXISTING ,GUTS STOP PEE? PLAN M.78 FS M.65 FG VARIES VARIES PER PLAN � r GUTTER D ETAII, B.DROP 6" CLASS II BASE AND SIDEWALK PER FLAN FEA PLAN j2% MIN. 2% MIN. —' _ I III - I 1 - 1 I- III - III -I I_T - I _ - ll=1 1 -I _I _ c, vE, 9MIN — PROP09EO BRASSY MILE EXISIT NG AC PAVING Q4ILL !" WEEP t�LES EXSSITNG AC P71VI1tlG FOR STORMWATER GARDEN VIEW COURT 03�(TVPICAU �R FOR LO WE GARDEN VIEW COURT TREATMENT BMP (SEE PaT I FOR MOTES SE TRAP � SECTION C� , SEt,'170N F -F ACT TO SCALE NOT TO SCALE t e ; M s % REVISIONS APPROVED DATE 44 ER CES DATE $ENCHMARK SCALE zcNeo Y wN W Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWII�TG NO. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED �AI' PION FQA� a - � T,� -� DATE: oZ BY: ..���1 $Y: 40 & 7.60 P�RDEN WEW �aURT 30D- a � – H.C.E. NO. 22 - 9 77 — DATE: 2/ 2 – DATE: 2L O Z VERTICAL .ALb_ IWYNE PASCO Exp. 3 -31 -03 SHEET 4 OF 5 . r . c low, A Ce w wy� �ry a / / / � r. R ^• � + • ... � � t • • • •i' MI•tliRY • •, �� I MAW I "' ` , COARSE 1 s� .w.a + •`+I F r AGGREGATE: ° _ ■} �/ry { T 1 t + + . FILTER A + - t' s J. - rte — + e � FABRIC ORIGINAL i ' �!k & , •• GRADE t l I _ RAW + *+ GRAVEL RAGS U F7 A j O�10EBTUMT. -1 I ' •;,` % +•• • R - 'zia i. i' FfiIN.. UNLESS OTHERWISE ° -,SR' I 4. �,�.. , +i+ �+ �. j H L LAS H IGH �I 1 SPECIFIED BY A SOILS ENGINEER . . r•..rr 1����• I I+ r + + w - - - - - SECIONA - -- t r �r - + + ...� PER DETAIL -- -- _ 9�y9y.9 .i vs. W f8i1f+V I r • y or , ,cr.,a ,e 1+ + + 8 r w 0 � 1 • _ -- (Typ L) 1 �° �� • :! /' ° EO CONSTRUCT SIfdENT BARRIER A1GCJ i I +� 4 1 +1+1 �+ • V' HANNELIZE RUNOFF TO SEDIMENT I� i I �I PAP-PING DEVIC€ �'�;y ,r.r ,r.rx , j s O `_ v/ , ,.w + t �+ r�"-1 w ..• I i • rQ� r • d - • • • AL j KIM AS REOUTRED __.._ • • TO ACCOMODATE ?,.r `• " r / � % .• • • ANTICIPATED iRAFF • , • • • •• • •• • I iy� • • • .� • • • •• •• } • • . f ra.r •. .• •}: ••• r � :9' RADIUS " , M ?,+� .%'a� * �° t - IM' 50' MIN � %' -�-,' .� _ r . - STABILIZE D CONSTRUCTION �9 E NTRANCE PER DETAIL . - � � + 1 ' F f'J a iu� I r,ww «ix r • � v v v , ' �'I lil i• L� � - _' --------- •-� -_— _ __--------- +- - - -- _- _�- .. DE STABILIZED C EN pip may; I w^ -- - y (W P IC AP RA" ,(.P� 1 , ■ " F -tam1 E i • ti ' , .,:. i ' 1WJ n �"�' .y ` r, I �4. ' / • fit • •• {�f '. i • • as / ••• wrw / Yr R M1M'IE. , ...� Q s , k is OWWA fs LA J. ` t wu RUNOFF TWO LAYERS OF GRAVEL SACpS ELi i! —J '' ,�• 4 "° a KITH ENDS OVERLAPPED " SSS» GAP BETWEEN BAGS DETAIL: GRAVEL BAGS j! ` I i ,�r ,� 1 A • ° fir I i c w a PIP ACTS AS SPILLWAY • -�' U t'ir1 - Im ` I 2 �nrrry��ppyy JL will iV14a.� g 4 14 SY. laavlF fro" w 192.1 " a �y�ry 4RI I 3w 1 My{ { ds w -.- _.._ - - -- - -- -_._- - - - - -- _._ -_ _- - - - - -- -- - - - - -_ - -_- - - - - -_ - -_- - -�- - -- - - - -- - - - - -- _. -. -. _ -.- /som - -_ -- _ _._. _. -- _-- - - - - -- - - - - - -. _ -- ___ - -_ — _.- _- - - - - -- _- - - - - -- - - -- - -- -_- _.. I �r� r►� ,a./Rn nwwrsu � w w r vacs , REVISIONS APPROVED DATE ° R DES DATE BENC�K SCALE SIGNS Y Y AWN CKED Hs s AP APPROVALS - CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: HO RIZONTAL �� �4 * �d /� Q'L7 �± _ - DATE: > es. sr• f3 er• �i� VERTICAL NIA H.C.E. NO. 29577 DATE: V23iro1 DATE: oL 740 & 760 GARDEN VIEW COURT V — YNE PASCO M. 3- 3 - 03 SHEET 5 OF 5 GRADING NOTES 1. ALL WORK SMALL BE 00 NE IN ACCORDANCE WITH THESE PLANS, N077FICA77ONS EROSION CONTROL THE STANDARD SPECIFICATIONS FOR PUBL WORKS I. THE EXISTENCE AND LOCATION OF UN D DERGROLR UTILITY PIPES APN: 257 -470 -06 740 GARDEN VIEW COURT CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR BRUCE WIEGAND AT (858) 759 -0206, 24 HOUNRiS. 257- 470-07 760 GARDEN VIEW COURT STANDARD DRAWINGS. ANY GRANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANR HOWEVER 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE REQUEST FOR INSPECTION. AVAILABLE AT ALL TIMES DUPING THE RAINY SEASON. ALL SITE ADDRESS GARDEN VIEW COURT SHE $OIL REPORT , 7ITLID THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ENCINITAS CA 92024 2 .� --S-. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS TEMPORARY DEVICES WHEN RAIN IS IMMINENT. :. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID S1 1 ri OWNER/PERM177EE: BRUCE D. WIEGAND � UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOP 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED v ST GATION F(JR '�Y�A�,4T ON' "SIGN � YISS I t o 1060 WIEGAND STREET LOTS 6 6 7 PREPARED BY GEOTECHNICS INCORPORATED SHALL BE COMMENCEMENT ANDS LOCAT OF UTILITIES AND NOTIFICATION OF WITHOUT THE APPROVAL OF THE -E NGINEERING INSPECTOR. (kIVENHAIN, CA 92024 CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL ., (858)759 -0206 BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SPECIFICATIONS CONTAINED IN SAID REPORT' A. SEERS - CSD (760) 633 - 2770 TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. m LEGAL DESCRIPTION: LOTS 6 6 7 OF MAP N0.11909 3. APPROVAL OF HIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC SDG&E (800) 422 -4133 SIZES LOCATION - ON AND TYPE OF DRAINAGE FACILITIES, NOR OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO ESTIMATED OUANTITIES APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WA TEA - (7MWD (760) 753 -6466 UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES Garden View Rd. CUT 1.250 C.Y.* CONJUNCTION WITH IMPROVEMENT PLANS. 0. TELEPHONE - DIG ALERT (800) 489 -3441 WHICH MAY ARISE. FILL 1.850 C.Y.* 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE IMPORT 0 C.Y.* GRADING. E. CABLE TV - DIG ALERT (800) 489 -3441 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO - coo * EARTHWOAIC QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. o� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY GINEERS OFFICE 48 R _ ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY NOAK ON THIS PROJECT. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED �► Encinitas QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE. (760) 6.33 -2770. GRADING PLAN SHALL BE INCORPORATED HEREON. REPAIRED - TO CONDITION EXISTING PRIOR TO GRADING. 81 A �E �LI�DIAI(� VRDE� R�F� �Z�y2� �� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK BENCH M ARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO DAY. OR AA LICENSED LAND SURVEYOR B � A REGISTERED CIVIL ENGINEER REJE CTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE LEGEND SOILS ENGINEER'S CERTIFICATE AT THE - END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL PROBABILITY FORECAST FORTY PERCENT (40 %). SILT ITEM SDRRSD NO. SYMBOL DEVICES` INCLUDING SHOWING, AND SHALL BE I. MArM w A. FA&AH A REGISTERED CIVIL ENGINEER IN THE STATE OF AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. RESPONSIBLE FOR COWORMING TO ALL LOCAL. STATE AND CALIFORNIA. PRINUlPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND 10. SHOULLD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE PROJECT BOUNDARY REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL STUDY, EFFECTIVE COVERAGE OF GRADED SLOBS (90� COVERAGE) PRIOR CONDITIONS B ETWEE N THE WITHIN THIS SITE WAS MARIE BY ME (7R UNDER MY TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH VICINITY MAP EXISTING CONTOURS B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) COPY OF THE SOILS REPO T COM P ILED DIRECTION BETWEEN THE AND /, WI TH MY ONE COMPLETE P O STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 LED F ROMM THIS S STUDY, W NOT TO SCALE E MILE OF A STRUCTLA FOR HUMAN OCCUPANCY SHALL NOT BE OF THE EROSION AND SEDIMENT CONTROL HAAWOOK OF THE STATE PROPOSED CUT /FILL LINE 1 CONDUICTED BETWEEN THE f9bRS OF 530 P.M. AND 7.30 A.M. ENGIN EN .ATI(aNS HAS BEEN SUB�fITIED TO THE OFFICE OF THE CITY OF CALIFORNIA DEPARTMENT OF CONSERVATION. F ON NOR SA TUFDA YS SUNDA YS AND CITY RECOGNIZED H(X IDA YS. REVIEWED THc"�5E' GRADING PLANTS AND CERTIFY THAT THE T � I PROPOSED CONTOURS 140 HAV 9. NO GRADING OPE RA T ION S ECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PPO- ECT HAVE .`F. PROPOSED SPOT ELEVATIONS - 140.70 TC MEETING HAS BEN N HEL D ON TE WITH SH CE UNTIL A R'AEGRAD THE FOLLOWING PEOP BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS POST CONSTRUCTION STORMWATER BMP NOTES SI ITH :$r PRESENT. - CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER PROPOSED 6" CURB PER G -1 BIOFIL TPA TION SWALES GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 4' PROPOSED 6 " CURB 6 GUTTER PER G -2 SHALL BE SCHEDLLED WITH THE CITY AT LEAST 48 HOURS IN 1) THE BIOFILTRATION SWALE SHOULD NOT BE PUT INTO OPERATION UNTIL AREAS' ADVANCE BY CALLING (760) 633 -2770. �```�W OF EXPOSED SOIL IN THE CONTRIBUTING DRAINAGE CATCHMENT HAVE BEEN L HYDIROSEEDING (SEE SHEET 5) ... ..... . ... SUFFICIENTLY STABILIZED. DEPOSITION OF ERODED SOILS CAN IMPEDE THE _ ... ...................... 10. PRIOR TO HALI-11 i DIRT OR CONSTRUCTION MATERIALS TO ANY 9 G� GROWTH OF GRASS IN THE SWALE AND REDUCE SWALE TREATMENT PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EFFECTIVENESS. THUS EFFECTIVE EROSION AND SEDIMENT CONTROL PROPOSED GRAVEL BAGS (SEE SHEET 5) 00000000000000 057248 Z- DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE w MEASURES SHOULD REMAIN IN PLACE UNTIL THE SWALE VEGETATION' IS PROPOSED DRAINAGE SWALE (1% MIN) CITY ENGINEER FOR THE PROPOSED HAUL ROUTE._ THE DEVELOPER Exp. ESTABLISHED. (SEE EROSION CONTROL PLAN) T3 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CI`J'�� 3 ; ' PROPOSED 2.'1 FILL SLOPE 21 CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING T O _ x OPERATION. L - r PROPOSED 2.'i CUT SLOPE 2.1 _, 1 F t -' a 11. UPON FINAL CNOLETIO N OF THE WORK UNDER THE GRADING 3 . ` `` CONCRETE DRI VEWA Y G -14A PERMIT BUT PRIOR TO FIIA4L GRADING APPROVAL AND /OP FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING. THE GRADING UNDER PERMIT No. 730(r -G HAS SIGNATURE DATE ' F 12 PVC STORM DRAIN ___- - - -_ -- _ __ ___ BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE ATTACHED AS GRADED PLAN THIS STATEMENT SHALL BE FOLLOWED M ATT#NV A. F*&W , P.E. - PROPOSED MASONRY RETAINING HALL BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO GEOTECHNICS INi,L)RPORATED CERTIFIES SUCH GRADING OPERATION. 9245 ACTIVITY ROAD STE. 103 •r•• PROPOSED ORCO BLOCK WALL SAN DIEGO,CA 92126 (858)536 -1000 PROJECT NO. 0007- 011 -00 ' ' +� aG GRAVEL BAGS (SHEET 5) a ' J 00000000000000 12. ALL GRADING SMALL BE � D AAD TESTED BY A "L IFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL C� sERVE 3" AC OVER 4" CLASS II BASE (MIN) AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TFENCHES. HE SHALL `` ; � ENHANCED CONCRETE PAVING 9 SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE DECLARATION OF RESPONSIBLE CHARGE SUITABILITY OF\ ANY FILL MATERIAL. UPON COMPLETION OF I CONCRETE PAVERS - - - - - - f - #� l t GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ADD I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. 4 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT .,. � , THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ;, _ F TRENGN MGIAII RESdRFhG1 IN4 PER CITE Of ET�S IN HIS - PINION, ALL EMBANKMENTS AND EXCAVATIONS WEE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS � ST AND R DS CONSTRUCTED IN ACCORDANCE W ITH THE RECOMMENDATIONS OF THE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. REPORT � TS AND EXCAVATIONS ARE SUIT FOR THEIR INTENDED PROtpSED 6� LATEt<AL PER L�RVD ST�M►vARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS MAP 13. THE CONTRACTOR SMALL PROPERLY GRADE ALL EXCAVATED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT SURFACES PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING RELIEVE ME, AS ENGINEER OF WORK, (E MY RESPONSIBILITIES FOR PROJECT NOT TO SCALE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DESIGN. DAMAGE TO ADJaOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION Q FESSjp� OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT q A . DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN p� INSTALLED. 14. ALL AREAS TO RE FILLED RE ED SHALL BE PFIEPAD TO BE FILLED AND ( D No 29577 m m . FILL SHALL BE PLACED IN ACCORRDANCE WITH STANDARD ,,, Exp. 03/31/03 m SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE C C MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL S'l CIVIC- 4 AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM q NATURAL GROUND- THE EXPOSED SOILS SHALL BE SCARIFIED TO JF CPL A DEPTH OF 6 I&01E'S AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. BY.___ _ _'d DATE - WA YNE pAS�Z -� -- 15� CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH A.C.E. 29577 GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTION'S. THE SLOPES OF EXCAVATIONS AND EMBAMCMENTS S 1 EC I A L L(- WD N oT E . SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ; APPMAL OF THE PVR G ZADIN 1'T KEff THE -.LEWD DISTF E I .�, NG�IEER DOES - CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER UCANT FRO ppgg''��' HYING �- PPIw✓ L. F( SE w E R EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE NOT R ELIEVE THE AP� OWNERS CERTIFICATE LATERALS FOR THIS PROJECT - APPRc�VAL k p 4f- -SEw 9 LA - WAES BY rHE LIABLE TO BECOME LOOSENED SHALL 8E REMOVED AND DISPOSED �LWD D M/ER SYSTE RlLT _F_ NI� INEkR REQVIKED i'KI -50 TOE CO MMECTIOAl O mu O L (E. THE TOE ANTI TOP (E ALL SLOPES SHALL BE ROUNDED IN SEM. A PPROVAL PI�O✓1DED ON ?MIS PI,IkN IS FO R (��Ckl�/Atd► Pv N� ACCORDANCE WITH THE GRADING ORDINANCE. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION SHALL BE COLLECTED, PILED O9 OTHERWISE DISPOSED OF OFF AND STABILITY OF THE SITE. 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 -_ 0 02, CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. NATURE / DA TE ' LOT 6- GENERATION PROPERTIES, LP C/0 BRUCE D. .WIEGAND 1060 WIEGAND STREET LANDSCAPING OLIVE4401N CA 92024 (858)759 -0206 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE T 7- (JLIVENI-IAIN PARTNERS, LLC WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL LOT D. WIEGAND Q < - 1 1 �1-T CONFOR M TO THE CITY OF ENCINITAS GRADING ORDINANCE AND 1060 RULE D. STREET ENCIN[TAS FIRE DEPARTZVENT O MUNICIPAL WATER DIST. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. OL IVENHAIN, CA 92024 APP VED APP V E 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL (858)759 -0206 APP 0 V E D SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. BY f Al7Z2 %5/ 1 / 4G BY. BY: -- a DATE: DATE: ._ 1.0 DATE: -_ 6 Zo Z c� Note: S' n tune Expires 2 Years After Date cuo REVISIONS APPROVED DATE REFERENCES DATE $�j SCALD CO DEVELOpMEN•I• DESIGN D BY or�wJ BY cKEwAP BY APPROVALS CITY OF ENC ENG G DEPARTMENT DRAWING NO. ~� MHS M y - �J� et SAN DIEGO COUNT VERTICAL CONTROL DATUM OC 0073 APPROVED. PLANS P / .3 PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: 8 ' Z � CHISELED S[A" IN TOP OF HEADWALL MARKED WITH HORIZONTAL _ N/A Dom-- < i 8aP�Fi STEEL FENCE POST AT SW COR. INT . EL CAMINO DEL BY: Pa o-9_6 DATE: B Y: B Y: NOR E APO RANCHO SANTA FE ROAD. 23 MIRTH RANCHO R.C.E. NO. 29577 li✓ 740 & 7s0 GARDEN VIEW COURT 7300 -G �, -� d3 SANTA FE ROAD. 60' SOUTH EL CAMINO DEL WITS C/L VERTICAL N/A DATE: Z( 2-3/ 02 _ DATE 2 - -- DATE: Z WA E PASCO EXP. 3 -313 EL: 119.476 DATLH US.GS CALIFORNIA COORDINATE INDEX SHEET 1 OF 5 PE 955 TW-196. TYPICAL TN_ 194.0 p PLANTERS TYPICAL TM + 196.00 TW + 190.00 TW 196.00 BETWEEN - - TM + !94,00 - - PLANTERS Tw 194.00 rM + !94.00 -- - - - FS 19 SEE SHEET 3 _ __. _ . _ - 11 ,10 jjijjeoO111 - -_ _.. _ .__.___ ��. ____ _ -- --T- _ 2.30 TOP FOOTING = 191.30 (TYPICAL) NMN, T6RRAM VoDtH I, SIT A q, WALL PROFILE. SCALE am GRAPHIC SCALE 1"-10' LCLI y` � • • -!�S Tip-- G - - - -- - - - -- �� 0 10 20 30 ��M11T pF ptN6 ` - M.16 TF -- d ! PLANTING AREA _ PLANTER_ T7 - - 2A - P : _ S 171 ARC�r w PER - - - - - - - - - - - - - - - - - - -- - - - - p TW =196.67 , ._ j �4 - - I - __ _ - - - - - _ . - - - - - _ _ - ARCH. 5 - -- P - - SITE WALL PER __ _ P P I - - - - -- - PLANTER P - ' II 4 - Trr_ -_ - -_- wi Tw =196� 196. -BY1 - TW 198. ; \ 0 - - - - - -- - - - - _ - Q ° FIFE 00L�E -C1fCK + I t fit! / k $1. ` �� - - -- - - - - - - _ - _ r9� __ - -- - - VAL W ASSEMX 191.3 T BW 186. App - - - _ - - -- - - PER O%W STD. C 13 1 w � +• - - -t . -;,� _ _ - - - - _ - - - _ - _ _ _ `-�= -� _ -�•___ �=-• -- , . 1 -.= _ _.. -- _ ;f EXISTI HARD HOLE - LONG �._.... __ _ ° �, t -� -- r- _ �. - . , . a; -- - - - ,__ ` - _ - - - - _ - - - t!1 MCA TO BE E'X15T - - - �' a - _ - _ T - _ _ N ' LANDSCAPED - _ `T - r ; r _ _ _ - PER LANDSCAPE ONGS. RE 1 t92.f 1 �C �' a ° ` �1 -_� - r - - - _ - -- - 1- - _ � - �`� - - - -- - - - - f HSTA CL OU Q 146 egg - - - r1 TV of E C. A D 5 _ - -- -: - -� r - -, �_ -ti � T A ST T 1 ' ,�, , - r - - -�' - - _ - -- - - _ _ - - -- tF RM. a PfR _ - _ �.� - - - - i WALL PL -A caftcz 88 26 ' N - �S� 5 - `'�,� _ _ Lf?�D DARDS -- -- - - IN P LC . F IE - 1 caWRC :G' FdEC. - - F ' , N =189- T - - d 1 +� - - -- - - -- - - -- - - - - -- t5 TO r _ - r 4' - p- w _ i OF - - - _ - - - - - - �' ° I , - - ° ° - _ --- - --- - -- _ - +--- ' - i - � `O - - - - - - - - - - - - - - - - `! - JL1 1 1o' 0•� �iCbPoS� V1NtSN � - _ _ _ ^ - _ - sr � ;�► ,' _ - 1 �,► _ - - . - _ PF - - _ a a - _ - " _ REMOVE EXISTING OUVE APRON G - , �► - - - - - - - - - �. - - - - - _ - -, - - -- - - - - _ - O t - _ - - C - RE PL A CE CITY STANDARDS + K AS NE SIDEWALK T �� ��• Z� i \ - - _;�, _ - _ _ _ _ - - ��- • - 12' PVC NEEDED %j T rte! TO EXISTI } y pC �•,• : l ° • . ° ° • ° ° �n PLANTER PLANTS 191.57 G 1/2 " a° __ FL 188.85 5 f72 1 ° in P d _ . � _ � ° �� � EAR�Ii SNK 5 " �,, - _ -__ �! - -- ` J LEAVE PLANTER 19 0.75 COt�k. FlEAd►�M� t91 1 ° OPEN FOP G-2 L AAA x ! �` PROrOSEA �° PVC F /L. CA 6" CLtRB PER �9 Low- �-- ,: - Z o Q o 2 SORSO G -1 DROP WAL = IE v, m = EXSST CoNC. iTCV► - 1 it AT Ri6Mr XI GItAV+�e - � 6i � '� 1 ' EXISTING HAND HIE I ° 192. 75 FS CT I O N x x j ! ° ~ ►- 10 '4 x2.7 RIP -RAP W/ 4 TAN ` t - S ° J ROD< PER 0-40 - ' NO SC ° - d - DROP WALL PER DETAk 8 1 ALLEN _ - d ° F'inl 1 AFOU 10 A4 N / �� � i °° ,0 1 TW MIDDLE 2x MALL FEPO+RT ° ��1 a, . e . o At- EX• GRNND 189.61 TW ENDS � n �"' �;( rCn 1' C(Irp �J � .-�- •' FL 188.6 IJrrCn - ° L o ff DifJC- -- 3 7x � - (TYPICAL) FL 187.45 �OWER- 192.80 FF 1 -- ' a ° \ \ • o d o . / / E - Fly ELEV 2. f L�J PRA�OSED DRAINA k o i i -- _ W A L E - , i' i 5 ' , EASEMENT PER ''Ik -fit0 / C�NC. S ° r I�ANTR 6' An 6 GUTTER DOC.------------- ! CL 6 ROOF (GRAINS " JI� 7 PER A.C. V II16 SDRSO G-2 - o 4 EEC.------ -- - - - -- [f) �► /'� ( _ i,r.c I - - ANN TO PAF�CING LOT G-i A.C. PAVING j I, I 3 . OVEFI i - 4 -� REM 2 �' ° ° _ 4' CLASS II A8 5 X4 X! RIP -RAP W / #2 D 3' AC OVER 4" CLASS II AB cfl mvim Ames C (,+ BACKING PER SARSO 0 -40 N CTI SECTION 3 -� �° �a. - �,� i o' o . c . No SCAi.E ! - A L rn FL 187.2 UPPER TO � 0 Y 1 d° `. O - 1.26X_ 0O I �/ QQ FL 186.11 LOWER ch¢ ' j I ; -- _ // 1`Q°Y ° } 24 39 5 / 24 i o . O CE BLD G. 2 F _ _ 15 ' ALLEN BLOLy( WALL �� PER STRUCTURAL DROP WALL PER DETAIL B d O [ 3 .2 ° i -- - ! 92. 75 FS / d ° ; 185.61 rF E 0 a 4 2 -STORY 187.60 r►� MI DDLE - 2x i F - - 18827 rw ENDSS ~w j n S 4 192.06 i D !92.80 FF L 000 N I • a t�' ✓ 00 � f f - 5 X4 Xt RIP -RAP W/ /2= j / - y0 Q p0 �Q 9 J 'Om i i o�'�' "� c�v ��, ''.o BACKING PER SORSO 0-40 1 OWN-No 14 S .F. d _ ° _ _ Z Z' s _ + IoM! ptTtH ° e / i ; n -a, j ° '��� ►��� .o c LEAVE PLANTER s DROP WALL. PER DETAIL B to " - a CI AvEN FOR G 2 184.5 TF PLANTER - - 186.5 TW MIGaDLE -- 2.1 PAD _ 1 n ' 187.16 TW EM)S y � PER L s 1 Q 6 CURB \ i l ,''�<, 1�� Q 3 • e G-1 � 9 � > 2� � Q .,� ° 6 �,6 - 192.8 F .o + Ni" - �! a 191.0 oA C' ,off !`i LO T - 6 Fr 12 T (N� ,� �� . �AT ��•_ xi + - i S - en _ -- ° r f' PARKING AREA ' PE K �(.1� �J 1 f AREA - a 56- SPACES FL 185.66 UPPER i v + - / 0.50x % N � • `- d' ., F1,- `185.00 LOWER j -- ,� 5 X4 k1 RIP-RAP w/ C� 150 A<2 I . BACKING PER S1�RS0 0-40 80' + tf � N A 9 FL 184.75 En soAc A 1192. 75 FS a EXISTING PAC -BELL + _ c TEL EPHONE RISER ' + el co j Q ° ° - �'�'�S t ,� KI STING CLM OUTLET 4 PL +-- ._ -- I t i -- -. .-- ..._ -. ._.. _. - - -° _ -c - _ ° d • ° • PER FL C CUM= O i � 192 t ° a ° Ll a - 1 d ° 1 - '" G-1 APRON I - • ° > in + 192 80 Tw' - ° ° ° ° ° d a 4 CONCRETE E XIST ING 185.00 BW r, a ° d ° ° ° a PL TER - 25 SEE ARATi�' - - - PLANTER f 5�`P L STA(iC'TJUL RANTS - - - -_ - - - -- 192.80 TW EXISTING PAC-BELL WALL PLAN y/ - `. TELEPhG>nE RISER �� �� N66 '43' 41 "E 297.00 ALLEN BLOCK WALL Cu 183.84 .BW N ' i PER ST _ -a .._ �` .. _ ' . SEE SEPARAr E _ -. STRUCTURAL _ WALL R WALL PLAN , ?a V I ( v ; ' � M � N Z *55 (GVVM� a `:'Z ovTx 3.10 L j REVISIONS APPROVED DATE REFERENCES DATE BEN SCALE DESIGN D BY DRA BY CHECK BY APPROVALS CITY OF ENCEWTAS ENG G DEPARTMENT DRAWING NO. MHS PLANS PREPARED UNDER 1HE SUPERVISION OF RECOMMENDED APPROVE � GRADING PLAN FOR: aq�Za e lo' o � � HORIZONTAL 1' �' DATE. 3 OZ BY: B 7300 a,n� LT �,lEtt�nd eF FIG ' ` e0i�'O R . C.E. NO . 2 ,, / p j� 740 & 760 GARDEN VIEW COURT sE R 29577 DATE: DATE. f L IM- ` VERTICAL NSA YNE PASCO EXP. 3 -31 -03 SHEET 2 OF 5 VAR PE 955 a; Z �� ;m ;; F- 3C 3C m 3 = u- 3Z OLD Cfl 0 s C9 In COQ Ur � � • { ^ Q O Nor+ �l 0 / CD 00 Q G Q' Q rn 0 N NN .� . QO QC71 /� O� ,fir N O 00 O cp N r, O cn j ` ✓1 200.6 TW Q o N NN cu , , 192.0 FG @ SW �� N = FG @ TW 205.0 cu SEE SEPARATE TW 200.6 / FG @ BW 200.0 'a •_ 1! �sK� TN 20 . ..'. STRUCTUgAL ) -- TF 191.0 TF 198.0, -`` N88 °43 � 41 "E 297.00' � 7 ,,. t SM 3 WALL PLAN low- .► ...... PLAAITER QEIC GDVMTY PLANTER �1SS -i [ o PLANTER / t l WATER BAD(FLOW { i VAL VE t r.. 1 2M.3 HP °o GRAPHIC SCALE PLANItH {a I i ° d ° ° • ° Qs ! e < : s _ I, C / - ° - ° -- 0 10 20 30 L E �9 1 5 FG - ° - / I G Lo t , ° a 139.45' - RElMOVE EXISTING DRIVEWAY clu LOT 7 _ r I • . . ': APA�V 6 REPLACE WITH CUE s • r 1 .0% / C �' f 1 ' = � !MATCH TO EXISTING) PARKI � I ___ , - ' - -- i. - ° ° N AREA 199. TG -'y j , d 53- SPACES A 1 a 1 I 12)f12" I -- 199. TC - i 1_ •, AREA DRAIN , �' C� 9 199.95 TC ! �. 31 FS PER DOC. 89- 512611 8 � EASEMENT - i ►, ,K , �,. k ° SEE SECT ;: REC. 9122189 - 199. 45 FS OF SEDI P + I PCANTER . Lo L ...r_. _ _ _ - , ° ` d • -- 199. fi - _J0 - - ° � 199.45 FS � � � � •.., ' 199.87 TC d 199.37 FS /HP ° CURB OPENING WHEEL STOP ~-► ► I A � � ;! PER DETAIL A (TYPICAL) ONCE B 1 3 ' 4.95 18 ' IE + ° 199 ; •2'7 I E 199.21 l - 2 C� ° - A.C 3 C •AC PAVING r A . C . PAYING + I ° ° � � 3' AC OVER � � 13 ' _ 4" CLASS II t i d 4" CLASS II A8 / F MIMtI F E f 1 - ° 200. FS \ , ° g ' f 98. ! 1 i r ° � r 15 1 30 FG 24 5 -' 13 250 S le -,�- 2110.3 HP a t - f EXISTING SDGdE i VA'°T , 18' . � �•' 199. 7 F Ti HP 1 B ' 1� OX . / PA - N % 199. 7 S/ PEA EI �AL AND SIDEWALK 9927 I NA :: ;, . EXISTING CGI� GUTTER 199 t , 1 / , _._ ..... i I �• °� 1. 2 , t 16 a tot Q ! 0.6 FF - -- d d - -- l" ° 199.21 IE 20 15' i I o Q zp ° o PER SDRSD 2 i ° f -- 24 s- ; _• cage s GUTTER / ✓ - � � i i 9.87 TC �_ + +i' 3 a A . �c 1 + 200.6 TW _ r F P rn Q ' t ( SEE SE ° d 199. 3 S H _ I ., WALL PLAN cc ROOF GKZ4I lV$ p j t I 199.27 IE 199.21 IE * I L I / TO CATCH BASIN ° ° � , CURB OPENING � _ +- PER DETAIL A 00. 55 FS i9I. 50 'L ��i�, P09.78 TG ° ° _ 2 - ✓ 197.90 FG h..� �2 x12 v I ✓ . OX •�� i � AfEA MAIN _ t - �L�, �°� ✓�. � I.OX _ F I r ° �. p G .e 199.81 TC 61 �g ✓ `9� • ►� ��� �> 1 L 1. 0% ! 99.31 FS ,�1 B� �+ r �- 2 Op 6 s ►�°' ,� c' ; AI�IFIED 0-25 ° i i `Z �o� -- - - - - -- - - ` - 198 65 (x fE OUTLET i ,�. - - - - - °° ° ° - ° (NO MANEICXEI i ANTER PER SDRSD 0-25 ° ° ° ° ° ° _ . PLANTED ° _ - - - GY TE APRONT GONWECT .� QV o - - - ✓ _ 0 _ r -/ - - - - - - - - - '� - wI A LE T CON 1 TO IS IN 2 _ _{' © - �2 ��-- - - - - -- - -- - °s 1 - -_ � -- - -- -- - _ EEL. T IMEQGIRL LATE RALS _ v St FOK _ , -- s I EEL �'� _ - _ -- - -- - - - - - _ - - _� - - _ _ - - _ - _ - _ ti _ ~'.I TRF�KN RE-509 KIN PEK 7:E a MIA IN= II'S. w - 200.6 TW - ° _ - Q" 1._ - _ CAP - �' - - - oP 6 _ _ - Crr1✓ OF f�uAJh15 s'r'�• o l t ti _ - - - - -- _ _ �.�TeR I'� fE _ - _ - - - - - - t 94.0 FG - - - - - - - - - - - - - - - - - - - - - SEP TE - ," _ �ti ti - ° 9 �'ea , �ZNQ S<TANDI�RDS i -_ TRUCTURAL - ° 200.6 TM / p 0 _- - - - - - - - - ° a �. 196.0FG@ Y:, ° < - - - - - obwlDS 3 - - - SEE SEPARATE - r - _ - - - - _ - _ _ _ � 0 I STR(�CTURAL WALL PLAN PER / � - - -- - - - - - - - - -- -- - - - _ -- - - -- - - �� - - - - LATERAL Y SEAR LA 1�K1. � :f _p -- - - - - - -.S+ -- VAL VE ASSERX Y ' CK - - - PER MU STD DVAI G-3. - ,5 103 �. •, �! r - - _ - - - - - - -- _ _ - _ -- I - -- _ 0 T �,�� "� rti N *� _ - -'- - - -- - - - - ^ - - -- - ` - - - ✓ - 0/ `pQ INSTAL F HYDRANT I �. I �; - - t X - _ _ _ _ -- -- , �`� ^ ASSET► Y E[ OM�1V 0 A ° t t �' � EF T A / - 2V F a 1 ��� _ --- - - - - -� - - _ - __ _ -_ _ -_ _ _- '� ✓_ ;- � \� ST� 01�1�Gr.G -Lf v' p r L PL �, r' - - - - ° ° ° - - - �` - _ - - - - f - - - - - '' - { _�._ - - 1� J� M FlAN4E OUTLETMR in r, , - - - - _ - - - - -- - w - _ - - = ° -- - - - - - ° - - - -_- - - _� - - - - - b - �S 0 . , 6 " PVC -i s , , r -. - - - - - -- - -- - - w , �: ' 0 SM . 15oby/rso r ISTIAG CUM OUTLET 14 t - - - - - - - -_ -_- - 12 L � ,Ircl/ 0- 25 TO BE - - t , - 29`_.16 TF - o --- - _ - -- " k N f I i w - UP u - - - - =� - - -- -- N �� FUNG�O OUTLET PER _- - PLANTING AREA - - sax P F pl P - - - TNRvSf 6tK PEA 70 P OM N p SPEC. 1 So�'I 1 _ -- PLANTER f _ _ 1 1, t - -- - - - ----- - - -_--- -- 76 T ti X86' 3 Q ��+ - S WALL PER Sys 1 s r a�w TW -196.6 Iwo - -.. t . _ Y `te M 6 , r'1 1NIKUN T� RKF►LE V• W14TH TW =!98.00 TN =200.00 TN =199.33 TW= 199.33 TW =198.67 TN =198.67 P EIC 6,14114 STD$ TN= 197.33 TW= !97.33 TN =196.67 _ -_ TN =!96.67 _ _ TN =196.00 TN =197.33 TM =!97.33 TW =196.67 S -- TN =196.00 TN= EA SEC ?IpN x•X SHEET 7. TF= 195.16 TF =194.49 193 SEA SH E ET SIDEWALK FS @ ,U 5 a WALL PROFILE. SCALE N� L ~ � REVISIONS APPROVED DATE REFERENCES DATE $ENCBMARK SCALE DESI iNED BY DR04N BY CHECKS BY APPROVALS CITY OF ENC=AS ENG G DEP" DRAV�ING NO. "g- -- at PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: ! HORIZONTAL 1-= DATE: 0/ Z BY: BY: 7300 av a R.C.E. NO. 29577 DATE: Z /Z -3/�� DATE: 2 D� 740 & 760 GARDEN VIEW COURT VERTICAL N/A w NE PASCO SHEET 3 OF 5 EXP. 3 -31 -03 PE 955 2' 3' 5' g' 5 ,. AR PER _ EXISTING r PER PLAN 42" HEN SAFETY 0 BE APPROVED BATTER - GAOUivD FENCE TO BE APPROVED BY PLANNING DEPT. � 3 MI BY PLANNING APT. o or _- 200.6 FF PRFOSEV 6" CUFF - v - -- _' PROPOSED 6" CURB 200.56 FS OFFICE BUIL DING # t X PER SDRSD G-1 PER SORSO G -1 PLANTER PLANTER ANTER - - PROPOSED PCC fi - - - - - - - - - - - - PATIO TF PER PLAN = N. € PROPOSED 3" AC OVER PROPOSED ALL E? BLOCK - PAD 3" AC OVER _- FAT. WALL PER SEPARATE 6" CLASS II BASE = WALL DESIGN PLAN � _ 6" CLASS II BASE � PROPOSED MASONRY WALL EXISTING - PER STRUCTURAL WALL CALCS EXISTING = PROPOSED ALLEN BLOCK RET . WALL PER SEPARATE WALL DESIGN PLAN ' - -- - SECTION A A SECTTON D—D SECTION C--G NOT TO SCALE NOT TO SCALE NOT TO SCALE C 5' 9' LINE 3' 5' 3' I 5' 3' 1 . 0.5' PLANT R 42" HIGH SAFETY 0.5 ' - FENCE TO BE APPROVED BY PLANNING DEPT. -_ -- . PROPOSED CUB TW PLAIN ALE _ - � — � —; , PER SDRSD G -1 @ PL TER VARIES —'_- -- _ m� �Yf X 192.9 FF TYPE G -1 CURB 192.75 FS (TOP CUB FLUSH 196.0 TW TW PLAN ZEST �� � OFFICE BUILDING 01 WITH SIDEWALK) @ PLAN �y ` *¢,r - PLANTER 1 - - DETAIL A - - IWJ PAQ - -- ITT. WALL PER Y - _ - - - - - - -- - -- - NOT 0 S CALE PROPOSED PROPOSED 3 AC OVER -- - - - -- - -- _ SDI C 19 4.0 T _ �5 —� � —; I PRIOPOSEO PCC ivPP�MP� 1 — PER PLAN 6" CLASS II BASE - PATIO ST p�AN PER PLA ; 2• � _ -_ -__ - -- _ PROPOSED CURB A?E� -- — _ :'?G'k -- 5" DEEP - PROPOSED ALLEN BLOCK — — - _ T PER MASONRY AEI. WALL FAT. WALL PER SEPARATE VARIES Rt ' .A f't r :_i£F'Ar to 7� - _ PER PLAN = 7 PER PLAN — ►t, !_. �'. r TOP HALL 1. - WALL DESIGN PLAN t `�� P` a!� PER SORSD C -3 MIDDLE - PEED MASONRY TER HOLES J ' EXISTING -�L - - - _ - - FET. WALL PEA FL OPENIR'� - UPPER Y AL) TOP WALL ENO G, l' ' �1 GROLND - SDRSD C - 4 AUD S r) = A A _ = PROPOSED 3 " AC 'd VER _ FL UPPER - - -- - - 6" CLASS II BASE - SECTION B B SECTION E E F X S: G a� A V, n�, = NOT TO SCALE NOT TO SCALE in TOP FOOTING (TF) ;,4PLDf. "v vir- h' ccop , o FL LOWER SECTTON TOP WALL (TW) 94SOARY WT. WALL 3 ' 3.85 ' 5 3 5' 10' PER SDRSD C - 3 I 3 4 10 4 CFL PE R I GRASSY STRIP FOR FL LOWER STORMWATER TREATMENT BMP 1 ' P FOOTING (TW) WALL SEE SHEET 1 FOR NOTES BATTER 5 X4 k1 RIP -RAP W/ 02 BACKING PER SDRSD D -40 PRTOSE 6 GUTTER PEP F t PROFU E SOFW G- I I TYPE G-I \11" T. WALL P AO E I *EEL CUR I DETAIL B:DROP WALL PROPOSED 3" AC OVER - - L DESIGN AN NOT TO SCALE EXISTING CUB GUTTEF� STOP PER PLAN 198.78 FS 198.65 FG FG PER PLAN EXISTING CURB, GUTTER 6" CLASS II BASE _ AAO SIDEWALK 1 PER PLAN 1 PER PLAN VARIE rn VARI E AND SIDEWALK 2�v +`2 - - -- -- - - - -- - - - G WAL 4SS E--" I - - _ _ - -- GRAVEL -- -- — - - - - _ 1% MIN i 'S EXI�IT 6 AC PAVING PROPOSED GRASSY SCALE -- EXISTING AC PAVING R 3 B STEEL BAR DRILL i" WEEP HOLES FAR STORMWATER GARDEN VIEW COURT r1�3 BAR (TYPICAL) FOR LOW - FLOW GARDEN VIEW COURT ry TREATMENT BHP TT (SEE S EET 1 FOP NOTES) SEDIMENT 1 T TRAP SECTION C-' SECTION F —F NOT TO SCALE NOT TO SCALE w R N p _ DESIGNED BY DRAWN BY CHECKED BY APPROV NO. REVISIONS APPROVED DATE REFERENCES DATE $ SCALE MHS wiS WAP APPROVALS CITY OF ENCINITAS ENG G DEPARTMENT T PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: hm z.4 ��9 D2 7300 BY: BY: AC� HORIZONTAL 1"= 20' DATE: ,�- ,c-,�— .�s�t/ -�� R.C.E. NO . 7 DA T E 2 / 2 31d 2- DATE. 2Z D =- 740 & 760 GARDEN VIEW COURT VERTICAL N/A YNE PASCO EXP. 3 -31 -03 SHEET 4 OF 5 bliw PE 955 i � � 'r'1 7 � F s K �' � � I � • � - - r�� ! � 1 I ZQ � t. � 4 t} � �• ' �f�ii I � . •t 1 1 it �� ,� }'� "/ � • t t r I - I f � i 9 I {' i - COARSE AfiGREGATE LOT-7 ; ` ,.ax L �' • / \�`. 1 _ _ - I .. i 4 / j f . -_. - oil 6_ ao. t n7 Ec'STd R i I ' R. F T R ; _. ... _. ? i •� PAN I� E k _ FABRIC / : ORIGINAL ! I � j � i i E _ �� t4 �. .� a,�• �-•• sm .�.� � �, GRADS �.m..� r � � -' �,• C J` i • • • • _. _.... a s • • �. i GRAVEL BAGS ' , 6 •a • n j ! ' # % I a. �. t4.5jo. F &.•'f f 4' I A ( 1 �' of"' BIL1aC' • I �^ T - °ter _ } _ 2 BAGS HIGH i 1 i ay► f r fit. sc r4 ,_ ..�' ,. ►�'�A _� i 1 j J + t - -_j ';-- �.• - -. l __. �'"°��{. :>_:.:. -��bk � ..• UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER i I 1 -a _ i x ,� 1 3 �MS11. } +� _ 1 �, - /� � PER DETAIL 11' MIN _- _ . 1 ..... -. _.._- - _...�.......- ..- ....._.. ., -�., i E k c. - :> '. 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OC DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENG A PR G DEPAR DRAWING NO.� REVISIONS APPROVED DATE REFERENCES DATE B +� SCALE MHS W.1S WAP V PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED P 0 ED EROSION CONTROL PLAN FOR: %�` HORI Y' • 1 "= 20 DATE: / 3 6Y: A A A/I 9 R . C . E . NO . 29577 2 u 102- 740 & 760 GARDEN VIEW COURT 7300 -G a VERTICAL N/A AYNE PASCO DATE: � 2 3/ d 1 DATE: EXP. 3 - 31 - 03 SHEET 5 OF 5 PE 955