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HomeMy WebLinkAbout133 Magnolia Park Trl (2)WW CITY OF SANFORD VURMIT AP4'LIc'ATION �hw " Permit '# : Q�� `�� , Date: � Job Address: 9> %r Q.L. Description of Work: t✓f�17 Historic District: Zoning: _ Value of Work: $ /5r COD co .Permit Type: Building y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Tv~ Mechanical: Residential Non -Residential _` Replacement New _ (Duct Layout & Energy Cala Required) Plumbing/ New Commercial: # of Fixtures ` # of Water & Sewer Lines # of Gas Lines Plumbiug/New Residential: # of Water Closets Plumbing Repair — Residential or Conunercial _ Occupancy Type: Residential V", Commercial Industrial Total Square Footage: Construction Type:, # of Stories: l # of Dwelling Chits: Flood `Looe: _/� _ (FEMA forst required for other than X) /,J ] /fin l - ,3F89SII7E4.1,® Parcel#: O ��V C�I �� 1� �c� ���� (Attach Proof or Ownership & Legal Description) Owuers Naute & Address:1 llV Phone: '-(,.-.CJ�� Contractor Name & Addressl�<< State License Number: Phone & Fax �_-ej�.PfroneContact Person: v Bonding Company: I -VS, Address: Mortgage Lender: Address: Arehitect/Engincer: Address-Tt'N K Phone: `) i •_�..._. Fax: aa4_.kP��.-- Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has conuncneed prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will W done in compliance with all applicable laws rt;gulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP ERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of that I will notify the owner of the property of till O 01VnCr/ ,Ctt4 Date NO'T'ARY PUBLIC STXrE O[' FLORIDA COMMI551UN NO. DQaI330 Me or Produced ID Date At'Pt.(CA"HON APPROVED BY: BIdg:�- I{ ^� d t� Zoning:__Y.}i_3� Oil Utilities:'�j(Io! FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: o��� .100 I I 144 � � W 133 134 135 136 137 138 139 •140 41 142 1'43 ' { AQ �nS I I' H SS C A A A A A A A A �IS BAKERS CROSSING W (� t 145 ©' 17-00_ _ 16+00 A J ISTANI)lF'D P116 I I °,B _n E 1 Q I I I I I I I " 13 G OLI ' .PARK TRAIL A I W I c '• o � '' 0 162 1 160 159 158 1 7 1 6 155 147 u I LI I I I I I " " " �-(- W I � 131 A B B I A� A C/O � c _� �� � Q 14 8 I ' NOT PLATTED Q al I I I I 130 1 166 167 15 �? ►� I i I I \ 15 3 . ` 14 9 BO11 yl AS MiALT W r ---_-\ \--__--I---- --� �---- - " 12 B >\ / ®AHK \ 6 3 J I (TYT,4AL, Q --'- C 1 2 + 7g21a37.6 150 i_� `1_ _ I A U i I 108 107 106 ( 05 104 103 1 2 a \ �ry `� f >s �---� �.-#--✓ �- -� I f ...-_+ I� 1 109 27.9 I I 1 1 I RECO D 5/8" IRON ♦ \ N p F 1 68 �` 151 (" "s' ( A"ALT p - I 279 aH•U VER EXISTING 84' S (BY THE S) SHAWN 4671 °x I (- 1 I STORM BAKERS CROSSBRG. 1 V 1 .00C [ V.1 .l5 (4'> " • I I I I � � � - � iIIIRY VALL VML W[KML � - I/''�I - F Y _.- _ _ -._ I--- 1"- I- _._ ST ETMA- .6 .>•...._, CZ ,.`r..�.,..._...- -- ._._.....-....._ .. n I I I 3 S 0018.49• W 1856.26 �'� a\ ELAI, 170 U - -----��`"'•'•••••L -•.• / 1+37,63 36 ` s 1rW ` `•r may.. rwr,� �wrrir .."+"+.w aL.wr" �r .�rri �� - - - - - - _ - - - _ - --- - - - - - _._. � � �.-•- \ T-- �: � [ elan- 3 �,_T-_- _ - ..,,.,P,.._. _ _--:in'w. ---- - _ _ - - - '--- _ 0 o �. A D S00'18'4 "W 571.27 1 iv. s [ 3 '•` y 571T% 9.97 LE LL RD. 25'' VAC TED MEL EN VIL E RD. e; 1NLETgA- TOP EL.,2. 10 INvaH.09 \ / / [NV.3�./4 Of 24 ♦-- Cll S ob 1 _ � ��. lNV.31.60 -` 6�r 511--...• � - __..._.� u1 6 � � � � `C - ,!-'•✓s, . Ti ,/� F- ` ---.� �� - I 76 78 79 0 81 82 83 "»' S 85 � °J 0 C 6 �x`�< y`�>� � - � ELLO ILLS AVE. /� Q Dv /ti4 I C _ 1 qi 'vM1 fAt0Ort boa^ _ I x l 71 7 A STAb3-A 75 SN❑❑�E •q62 A A A A A A STA.57+951..93 A cf i v/ C 7 gg Q p l --^L-- A A TOPETk 28.43 A N (n NP 4.40 {NLE EL 27.77 "1/ I r) \` 1P5 • �"�•\, I_ V.Sv,38.e 1 1 w W INV,EL.27.00 - GN L:, OSSO T IL V.f23.7H //// N TNA -3 z 63+II0 62+00 1+00 t00 8 38 "ova Br, a, A I W I ` '�i / O 70EL.30.g0 g 1 4 ,rf S7N.MM-2 U '� . 0' I V.FL,l9l I 'j^ A+ TBP E :41.92 ,� - -+-- INV.97.47 T ,I16 /•-� z tr o m 220 n 24- 123 _ 3 179'af 30' 2u. C 0 7 oP EL.4,.60 wI I - - = W 123 STA63tH9.37 _..__ STAb 69,37 Mort STA57 93.93 t J� 1 C y1 .-.- INV37.� / n !nl �' A I INLETfH-B 1NLETMH=IQ_ qor wcwi[o) Y IpoE EL 2777 • •-•--- , F W T 7P EL539 y M7 jN E ?3 8 NLATTED% ~-._ �+pi F '� G 122°y A� d W 99 jMS'TA.59t7933 ]77 Ld AlVELE430 INV VEL.24,29 INV 1Lk-.x INV,EL27.0767 M �DCr/"'vt ��r Is r J 69 g 63 6P I 56 I 51 1 of z a 57 .�� A `..,0.13--8 _ �!OrP i.� C� z A A I�L3�i 3 l`oF A Q - .q. 36. \� (�O y. � TBP LA0.00 �• �� .x^, C9 � Q 7 • • �+:.� I..i E EL.3E7L.1 u3 W I V Z ��PN44''0• �•�� l yy 55 ` W , \ Ste' z - • �_ qy�• 1{ per( ('"1 (��\ -.� �33 \ \•' •y.�,w,,�y''I I Vjl Q 68 v I,l jl I ,• A \��`E`� i'O ,\�.I A 55'Of 'RCPr1.0lA: � ~ ` � I •I I wI 4 a � ;`� C � 91 . • �. 24• MES, w EL, 33.60 �) fes, f - kJl STA54491,7 C (' W M.h4NB-, $TA.S2«79,43 9 O (�T..",c' 0 Q n E120.'SO Xk Oe Z 66 .EL,'2L4Q� `•---' a h I8 �I 67 65 17 44 S NV,EL20.94 [-I 5 U J _ 43 s�4�. µemit ��� ,� A > a m o I 46 A 94 i_'y WcQ - 64 61 60 5 58 5 54 53 52 49 4 A STA.52t77.6 I r HALF R -O -W; PI E Y AVE A A A A A A A A A A A ,"LETaH-" I ` a CN 1 ,�_-= 42 ;"E•�zzo I ,3e' C 95 �_ A U 6 N �� _ -- - - a c 96 iiziI F.F.EL 30 "` ?7.� Q (n V I a w - -'_ - -- __" -_ ._- _ - _,.. -._ .._._ _.- '_�.,� W I NTD. ,�-( � �% I -- -- -- --- -- _- -�_ ___--- -- _- ^- --- � \r �J v < , LIMITS OE JU SDIC NAL TLAN I �0 s 0c718'49" W 1304.83• O ..JI • 97 , CD u �+ Ta18 ¢ M 4 0CD B �I A I rn ILL, 1. ° I EL,19.8n 0 ESTIMATED 100 -YR FLOOD LEVELS: MINIMUM F.F. ELEVATION 9 98 A Ld o .� M s1'0 0.Im, \ 9 w m � w CE,,o, B � C �� x� ,� o (WETLAND -1) 5,,A7NlF TRACT ' I N J Q S<ppE NCF A \ Ld J REFERENCE BASIN -A BASIN -13 BASIN --A TP [� °p 8F CI:1N €L 24.1 Rh �� -g 99 o V V �f� I I jjyfl Iw- `r r7jA� p o INV. EL 19,90.1 C �, I , 10 �} Q N Q. J � j O AdICPR* EL.29.54 EL.41.08 EL. 41.10 LOTS DRAINNING TO PONDO�r U 1 1 j I d" cn a EL. 40.00 LOTS DRAINNING TO WETLAND Ad Ion �1 `�' 0 43 y� t 100 �` , L,, J l�.L] 0 (Q REFERENCE PINE WAY WETLAND -I IN --B "`�� C �f A CV 0 Y BAS NOT PLATTED = ACT 2 r��J ~ O ¢ I OND 2 101 STA 33+93. CENTER _j .}.� F.I.R.M.** EL.25.00 EL.30.50 EL,30.00 LOTS DRAINNING TO POND I UBLE 48'R 76• E GP z °- w S7A.47+31.30 80 LONG O 33.47' 7' SKEW •-e * *** EL -31.50 4 7NLETd»)�60 INV. EEI_3000 ^ SEM -CO. EL.23.28 EL.30.15 LOTS DRAINNING TO WETLAND r1N�VE26A5 INV. = EL30. p x T I � 102 C 17 STA47-3038 �� 103 .' + I 1 0-) T I ALL STORM SEWER PIPE JOINTS NLET»A-6 *POST -DEV: POND MAX. STAGE ELEV. GENERAL �.ONSTRUCTION NOTES :u° I Y 38 ��o� C C SHALL BE WRAPPED WITH FILTER FABRIC, ~ o **LOMAR REVISION IN PROCESS F B A 1. ALL SITE WORK CONSTRUCTI7N SHALL COMPLY WITH APPLICABLE CITY OF SANFORD AND 104 ***PRO --RATA LK. JESSUP STUDY FOOT SPECIFICATIONS N»H 6 ,A �s, 2. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF ALL UTILITIES TO LOCATE AND MARK NOAj P Day. Lag• P4 6 / �' C THE LOCATION OF THEIR UTLITIES. SUCH NOTIFICATION INCLUDES CITY OF SANFORD FOR \» EXACT LOCATION AND INVER'` ELEVATION OF SANITARY SEWER MAINS, GAS MAINS, WATER 1 0 �' CT 'H' MAINS AND FORCE MAINS, VALVES, ETC. ADJACENT TO THE CONSTRUCTION SITE. h'1 3. EXISTING TOPOGRAPHY WAS FURNISHED BY OTHERS AND IS BELIEVED TO BE ACCURATE C Ys I HOWEVER THE CONTRACTOR :HALL VERIFY ALL PERTINENT FEATURES WHICH MAY AFFECT HIS 36 » a 105 I 11� 1 UPLAND j BID PRIOR TO BIDDING THE I'ROJEC T. DISCREPANCIES NOTED DURING CONSTRUCTION EC WALL ` ') " l LEGEND: NOT BE CONSIDERED CAUSE, FOR EXTRA PAYMENT ON ANY OF THE PAY ITEMS IN THE L 0 T 27 " B aG C I C _ d RAC 'I' _ IW CLEAR �H'I Q o CONTRACT. 35 106 C 12 C I . r 7 �- ELEV. EXIST. GROUND �J 4• CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES \S FOUND ON THE PLANS. !v C r' 11,7 1 'WALL 5. ANY PUBLIC LAND CORNER JAT1iIN THE LIMITS OF CONSTRUCTION 15 TO BE PROM CTED. I C A.44.4846 �� "� EXISTING CONTOURS �J I IF CORNER MONUMENT IS RJ DANGER OF BEING DESTROYED AND IS NOT BEEN PROPERLY "" an-? I ESE. / i O ` A S- B U I L T S " IR�.2�`�°° � ` c s� _ �, � REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY 'S LOCATION SURVEYOR �,ab'�Y C �-"�"-••� PROPOSED MASONRY WALL W a [j2IDR To FINAL ACcEj'TANCE BY THE CITY OF SANFORD,AS-BUILT DRAWINGS SIGNED AND SEALED HY WITHOUT DELAY BY TELEPHONE. I 34 T ---------- o I B. MAINTENANCE OF TRAFFIC PALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM �•*e � I 1 31 BOUNDARY • •-' TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND THE F.D.O,T. "ROADWAY z " C 33 P 10 _ (A) SANATARY SEWERS AND YRAFFIC DESIGN STANDARDS" DATED JANUARY, 1992 ZI SCS SOILS TYPES II F EACH MANHOLE FRAME AND COVER I-- GTA41.7 7 1O 1 2O (1.) TOPELEVATION 0 7. THERE SHALL BE ONE COMPACTION TEST PER 2500 S.F. (OR PORTION THEREOF) OF cc B +3NLE1'kH- $ 116 Iy1 SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA „� ,` C,� 'SI .� • [�. 27 44 A _ 14. 115 I I U.S.D. A. SOILS CONSERVATION SERVICE « PAVEMENT. COMPACTION REOJIREMENTS FOR PIPE BEDS SHALL BE 95% OF MAXIMUM DRY o" C_CL/. 1p (2.) INVERT OF EACH UNE ENTERING AND LEAVING EACH MANHOLE STRUCTURE DENSITY FOR UNPAVED AREAS AND 98X FOR PAVED AREAS. ~� Ca A Q, � ',�` � I� C°ECK WATER SERVICE WATER MAINS &APPURTENANCES (3.) LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER -TO -CENTER) 8. UPON COMPLETION OF CONSTRUCTION, CITY OF SANFORD AND THE ENGINEER OF RECORD IO U" �� SHALL BE NOTIFIED IN WRITING FOR FINAL INSPECTION. Cq z v r '�' '! q) , $ B STA; t4 I A o�� vjy�y M GATE VALVE FIRE HYDRANT ASSEMBLY: � E aA 1 -TEE AS REQUIRED (4J ACTUAL GRADE OF PIPE BETWEEN MANHOLES tt �1 > I BLow-OFF 1-8' GALE VALVE 9. TEMPORARY DRAINAGE SHAI.L BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY X /�, 32 / !S21 ``� �_: 4p� 1N v.34r FH ASSEMBLY 8' PVC C-900 AS REQUIRED T/3 (5.) LOCATE ALL SERVICE WYES FROM DOWNSTREEM MANHOLE WITH DEPTH AT FLOODING OF PRIVATE PROPERTY. Q U0 LOT 8 � TRACT 'J' `' �, ZI 10, UNSTABLE MATERIALS SHAD_ BE REMOVED FROM CONSTRUCTION AREAS AND BACK FILLED z ,1-A C / �8 +76,57 _ ::.est -0.30x ANwan wRs® [�) I Rea�vM SERVICE W �' LOT UNE AND DISTANCE FROM THE MAIN UNE WITH SUITABLE MATERIALS. a (-� / / (8.) LOCATE WITH MEASUREMRNTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS " 7 ACRES J / / - A IN I M _ $$ ALS RECLAIM MAINS 11. CONSTRUCTION SHALL INCLUDE REPLACING WITH MATCHING MATERIALS. THE DRIVEWAYS. INv.v.z7.53 sTnHDARn p1R9_ �. n4. '� � E' 1 �I I., R �� v G3. � AND ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES) WALKS, CURBS AND LANDSCAPING THAT ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION. _� d gI / 7 STA37-eA.9s I LOW -OFF (��,� THIS WORK SHALL BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS. I� t� Ha[T"'-2 A = ASSEMBLY x B STORM DRAINAGE 12. x `'' A INV F 7 46 BP E1 22 Q O (i.) TOP ELEVATION OF EACH MANHOLE FRAME AND COVER GRATE AS WELL A5 ALL ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED F x TLA N D 3 [Nv,3.3s zNv�,x _� / MATERIALS AT LAST STAGES OF CONSTRUCTION. U) :r n+va4a I OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) � dam- " o (_ I ¢ a 2� I © R.C.P. Z 13. ANY DRAINAGE PROBLEMS CPEATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION 0 w �a I 31 30 P9 P6 P5 P4 3 P2 P1 PO 19 3 I` J STORM SEWER INLET AND M.E.S. 4 (2.) INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, AND NOT ALLEVIATED. SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY, AND THE Z X �' INCLUDING UNDERDRAIN PIPES PROJECT ENGINEER, - O o d a A A A L C A A A A� A Q STRUCTURE (3.) INVERTS OF ALL MITERED END SECTIONS 14. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN "TO REMAIN" Lu Lu 0 w - _ - - _ _ _ - _ CONTROL STRUCTURE AND OUTFALL z Lx W ON THE PLANS. m a� T 7 �w �� - i �- ` rA: FORCE MAIN V l4TERiD END SECTIDN (4.) ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES Gz4 U1 15. PRIOR TO FINAL CERTIFICATION, THE CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER " X X X X X X X X X X SAN, M.H. (5.) INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMENANT VISIBLE OBJECTS FIVE (5) COPIES OF 'AS -BUILT" PRINTS OF THE RECORD DRAWINGS, CLEARLY INDICATING 6' CH N LUNK FE CE (TO REMAIN �� SANITARY SEWER SYSTEM TO ALL STORM STUB -OUTS. ANY AND ALL CHANGES MACIE, AND SIGNED AND SEALED BY A FLORIDA REGISTERED LAND N O "22 1 y E 132 51 FT STA10 SAN. MAIN SURVEYOR, AND ONE MYLAR REPRODUCTBLE COPY OF THE "AS -BUILT" DRAWINGS. LIJ SILVER LAKES iNDUSTRI L PARK E PLA LIFT sTAno DIRECTION OF SURFACE FLOW M w H S > LOT 29 I (C) WATER SYSTEMS AND FORCEMAINS " P AT BOOK •4:6 PA E5,4• 3 CONCRETE MONUMENT (1J ACTUAL LENGTHS OF PIPES BETWEEN BRANCHES AND VALVES IN THE RUN. RECOV�REA 4'X4" CONCRETE SIDEWALK /BIKE PATH r CLi L O T 32 L O T 33 L O T 34 I PLS jf4285 (2.) LOCATE WITH MEASUREMENTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS �. ".• } ACCESSORIES NOT VISIBLE FROM THE SURFACE ( MINIMUM TWO POINT TIES). -- L O T 3G L.l AND ACCE -� 01-18-02 (3.) LIST THE DEPTHS OF ALL LINES AT ALL VALVES AND FIRE HYDRANTS. 4 �a I 7 W 5 I U Z Irorrrr7 � �; O SCALE: 1' = 100' 1 > Q `ro z w V) SET 5/8• IRON ln z I I I u BNANNON /4671 F Q !( If TO le. N 00.2,'49' 858.68' _^ >.O 1W 0 RJ I I 144 � � W 133 134 135 136 137 138 139 •140 41 142 1'43 ' { AQ �nS I I' H SS C A A A A A A A A �IS BAKERS CROSSING W (� t 145 ©' 17-00_ _ 16+00 A J ISTANI)lF'D P116 I I °,B _n E 1 Q I I I I I I I " 13 G OLI ' .PARK TRAIL A I W I c '• o � '' 0 162 1 160 159 158 1 7 1 6 155 147 u I LI I I I I I " " " �-(- W I � 131 A B B I A� A C/O � c _� �� � Q 14 8 I ' NOT PLATTED Q al I I I I 130 1 166 167 15 �? ►� I i I I \ 15 3 . ` 14 9 BO11 yl AS MiALT W r ---_-\ \--__--I---- --� �---- - " 12 B >\ / ®AHK \ 6 3 J I (TYT,4AL, Q --'- C 1 2 + 7g21a37.6 150 i_� `1_ _ I A U i I 108 107 106 ( 05 104 103 1 2 a \ �ry `� f >s �---� �.-#--✓ �- -� I f ...-_+ I� 1 109 27.9 I I 1 1 I RECO D 5/8" IRON ♦ \ N p F 1 68 �` 151 (" "s' ( A"ALT p - I 279 aH•U VER EXISTING 84' S (BY THE S) SHAWN 4671 °x I (- 1 I STORM BAKERS CROSSBRG. 1 V 1 .00C [ V.1 .l5 (4'> " • I I I I � � � - � iIIIRY VALL VML W[KML � - I/''�I - F Y _.- _ _ -._ I--- 1"- I- _._ ST ETMA- .6 .>•...._, CZ ,.`r..�.,..._...- -- ._._.....-....._ .. n I I I 3 S 0018.49• W 1856.26 �'� a\ ELAI, 170 U - -----��`"'•'•••••L -•.• / 1+37,63 36 ` s 1rW ` `•r may.. rwr,� �wrrir .."+"+.w aL.wr" �r .�rri �� - - - - - - _ - - - _ - --- - - - - - _._. � � �.-•- \ T-- �: � [ elan- 3 �,_T-_- _ - ..,,.,P,.._. _ _--:in'w. ---- - _ _ - - - '--- _ 0 o �. A D S00'18'4 "W 571.27 1 iv. s [ 3 '•` y 571T% 9.97 LE LL RD. 25'' VAC TED MEL EN VIL E RD. e; 1NLETgA- TOP EL.,2. 10 INvaH.09 \ / / [NV.3�./4 Of 24 ♦-- Cll S ob 1 _ � ��. lNV.31.60 -` 6�r 511--...• � - __..._.� u1 6 � � � � `C - ,!-'•✓s, . Ti ,/� F- ` ---.� �� - I 76 78 79 0 81 82 83 "»' S 85 � °J 0 C 6 �x`�< y`�>� � - � ELLO ILLS AVE. /� Q Dv /ti4 I C _ 1 qi 'vM1 fAt0Ort boa^ _ I x l 71 7 A STAb3-A 75 SN❑❑�E •q62 A A A A A A STA.57+951..93 A cf i v/ C 7 gg Q p l --^L-- A A TOPETk 28.43 A N (n NP 4.40 {NLE EL 27.77 "1/ I r) \` 1P5 • �"�•\, I_ V.Sv,38.e 1 1 w W INV,EL.27.00 - GN L:, OSSO T IL V.f23.7H //// N TNA -3 z 63+II0 62+00 1+00 t00 8 38 "ova Br, a, A I W I ` '�i / O 70EL.30.g0 g 1 4 ,rf S7N.MM-2 U '� . 0' I V.FL,l9l I 'j^ A+ TBP E :41.92 ,� - -+-- INV.97.47 T ,I16 /•-� z tr o m 220 n 24- 123 _ 3 179'af 30' 2u. C 0 7 oP EL.4,.60 wI I - - = W 123 STA63tH9.37 _..__ STAb 69,37 Mort STA57 93.93 t J� 1 C y1 .-.- INV37.� / n !nl �' A I INLETfH-B 1NLETMH=IQ_ qor wcwi[o) Y IpoE EL 2777 • •-•--- , F W T 7P EL539 y M7 jN E ?3 8 NLATTED% ~-._ �+pi F '� G 122°y A� d W 99 jMS'TA.59t7933 ]77 Ld AlVELE430 INV VEL.24,29 INV 1Lk-.x INV,EL27.0767 M �DCr/"'vt ��r Is r J 69 g 63 6P I 56 I 51 1 of z a 57 .�� A `..,0.13--8 _ �!OrP i.� C� z A A I�L3�i 3 l`oF A Q - .q. 36. \� (�O y. � TBP LA0.00 �• �� .x^, C9 � Q 7 • • �+:.� I..i E EL.3E7L.1 u3 W I V Z ��PN44''0• �•�� l yy 55 ` W , \ Ste' z - • �_ qy�• 1{ per( ('"1 (��\ -.� �33 \ \•' •y.�,w,,�y''I I Vjl Q 68 v I,l jl I ,• A \��`E`� i'O ,\�.I A 55'Of 'RCPr1.0lA: � ~ ` � I •I I wI 4 a � ;`� C � 91 . • �. 24• MES, w EL, 33.60 �) fes, f - kJl STA54491,7 C (' W M.h4NB-, $TA.S2«79,43 9 O (�T..",c' 0 Q n E120.'SO Xk Oe Z 66 .EL,'2L4Q� `•---' a h I8 �I 67 65 17 44 S NV,EL20.94 [-I 5 U J _ 43 s�4�. µemit ��� ,� A > a m o I 46 A 94 i_'y WcQ - 64 61 60 5 58 5 54 53 52 49 4 A STA.52t77.6 I r HALF R -O -W; PI E Y AVE A A A A A A A A A A A ,"LETaH-" I ` a CN 1 ,�_-= 42 ;"E•�zzo I ,3e' C 95 �_ A U 6 N �� _ -- - - a c 96 iiziI F.F.EL 30 "` ?7.� Q (n V I a w - -'_ - -- __" -_ ._- _ - _,.. -._ .._._ _.- '_�.,� W I NTD. ,�-( � �% I -- -- -- --- -- _- -�_ ___--- -- _- ^- --- � \r �J v < , LIMITS OE JU SDIC NAL TLAN I �0 s 0c718'49" W 1304.83• O ..JI • 97 , CD u �+ Ta18 ¢ M 4 0CD B �I A I rn ILL, 1. ° I EL,19.8n 0 ESTIMATED 100 -YR FLOOD LEVELS: MINIMUM F.F. ELEVATION 9 98 A Ld o .� M s1'0 0.Im, \ 9 w m � w CE,,o, B � C �� x� ,� o (WETLAND -1) 5,,A7NlF TRACT ' I N J Q S<ppE NCF A \ Ld J REFERENCE BASIN -A BASIN -13 BASIN --A TP [� °p 8F CI:1N €L 24.1 Rh �� -g 99 o V V �f� I I jjyfl Iw- `r r7jA� p o INV. EL 19,90.1 C �, I , 10 �} Q N Q. J � j O AdICPR* EL.29.54 EL.41.08 EL. 41.10 LOTS DRAINNING TO PONDO�r U 1 1 j I d" cn a EL. 40.00 LOTS DRAINNING TO WETLAND Ad Ion �1 `�' 0 43 y� t 100 �` , L,, J l�.L] 0 (Q REFERENCE PINE WAY WETLAND -I IN --B "`�� C �f A CV 0 Y BAS NOT PLATTED = ACT 2 r��J ~ O ¢ I OND 2 101 STA 33+93. CENTER _j .}.� F.I.R.M.** EL.25.00 EL.30.50 EL,30.00 LOTS DRAINNING TO POND I UBLE 48'R 76• E GP z °- w S7A.47+31.30 80 LONG O 33.47' 7' SKEW •-e * *** EL -31.50 4 7NLETd»)�60 INV. EEI_3000 ^ SEM -CO. EL.23.28 EL.30.15 LOTS DRAINNING TO WETLAND r1N�VE26A5 INV. = EL30. p x T I � 102 C 17 STA47-3038 �� 103 .' + I 1 0-) T I ALL STORM SEWER PIPE JOINTS NLET»A-6 *POST -DEV: POND MAX. STAGE ELEV. GENERAL �.ONSTRUCTION NOTES :u° I Y 38 ��o� C C SHALL BE WRAPPED WITH FILTER FABRIC, ~ o **LOMAR REVISION IN PROCESS F B A 1. ALL SITE WORK CONSTRUCTI7N SHALL COMPLY WITH APPLICABLE CITY OF SANFORD AND 104 ***PRO --RATA LK. JESSUP STUDY FOOT SPECIFICATIONS N»H 6 ,A �s, 2. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF ALL UTILITIES TO LOCATE AND MARK NOAj P Day. Lag• P4 6 / �' C THE LOCATION OF THEIR UTLITIES. SUCH NOTIFICATION INCLUDES CITY OF SANFORD FOR \» EXACT LOCATION AND INVER'` ELEVATION OF SANITARY SEWER MAINS, GAS MAINS, WATER 1 0 �' CT 'H' MAINS AND FORCE MAINS, VALVES, ETC. ADJACENT TO THE CONSTRUCTION SITE. h'1 3. EXISTING TOPOGRAPHY WAS FURNISHED BY OTHERS AND IS BELIEVED TO BE ACCURATE C Ys I HOWEVER THE CONTRACTOR :HALL VERIFY ALL PERTINENT FEATURES WHICH MAY AFFECT HIS 36 » a 105 I 11� 1 UPLAND j BID PRIOR TO BIDDING THE I'ROJEC T. DISCREPANCIES NOTED DURING CONSTRUCTION EC WALL ` ') " l LEGEND: NOT BE CONSIDERED CAUSE, FOR EXTRA PAYMENT ON ANY OF THE PAY ITEMS IN THE L 0 T 27 " B aG C I C _ d RAC 'I' _ IW CLEAR �H'I Q o CONTRACT. 35 106 C 12 C I . r 7 �- ELEV. EXIST. GROUND �J 4• CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES \S FOUND ON THE PLANS. !v C r' 11,7 1 'WALL 5. ANY PUBLIC LAND CORNER JAT1iIN THE LIMITS OF CONSTRUCTION 15 TO BE PROM CTED. I C A.44.4846 �� "� EXISTING CONTOURS �J I IF CORNER MONUMENT IS RJ DANGER OF BEING DESTROYED AND IS NOT BEEN PROPERLY "" an-? I ESE. / i O ` A S- B U I L T S " IR�.2�`�°° � ` c s� _ �, � REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY 'S LOCATION SURVEYOR �,ab'�Y C �-"�"-••� PROPOSED MASONRY WALL W a [j2IDR To FINAL ACcEj'TANCE BY THE CITY OF SANFORD,AS-BUILT DRAWINGS SIGNED AND SEALED HY WITHOUT DELAY BY TELEPHONE. I 34 T ---------- o I B. MAINTENANCE OF TRAFFIC PALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM �•*e � I 1 31 BOUNDARY • •-' TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND THE F.D.O,T. "ROADWAY z " C 33 P 10 _ (A) SANATARY SEWERS AND YRAFFIC DESIGN STANDARDS" DATED JANUARY, 1992 ZI SCS SOILS TYPES II F EACH MANHOLE FRAME AND COVER I-- GTA41.7 7 1O 1 2O (1.) TOPELEVATION 0 7. THERE SHALL BE ONE COMPACTION TEST PER 2500 S.F. (OR PORTION THEREOF) OF cc B +3NLE1'kH- $ 116 Iy1 SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA „� ,` C,� 'SI .� • [�. 27 44 A _ 14. 115 I I U.S.D. A. SOILS CONSERVATION SERVICE « PAVEMENT. COMPACTION REOJIREMENTS FOR PIPE BEDS SHALL BE 95% OF MAXIMUM DRY o" C_CL/. 1p (2.) INVERT OF EACH UNE ENTERING AND LEAVING EACH MANHOLE STRUCTURE DENSITY FOR UNPAVED AREAS AND 98X FOR PAVED AREAS. ~� Ca A Q, � ',�` � I� C°ECK WATER SERVICE WATER MAINS &APPURTENANCES (3.) LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER -TO -CENTER) 8. UPON COMPLETION OF CONSTRUCTION, CITY OF SANFORD AND THE ENGINEER OF RECORD IO U" �� SHALL BE NOTIFIED IN WRITING FOR FINAL INSPECTION. Cq z v r '�' '! q) , $ B STA; t4 I A o�� vjy�y M GATE VALVE FIRE HYDRANT ASSEMBLY: � E aA 1 -TEE AS REQUIRED (4J ACTUAL GRADE OF PIPE BETWEEN MANHOLES tt �1 > I BLow-OFF 1-8' GALE VALVE 9. TEMPORARY DRAINAGE SHAI.L BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY X /�, 32 / !S21 ``� �_: 4p� 1N v.34r FH ASSEMBLY 8' PVC C-900 AS REQUIRED T/3 (5.) LOCATE ALL SERVICE WYES FROM DOWNSTREEM MANHOLE WITH DEPTH AT FLOODING OF PRIVATE PROPERTY. Q U0 LOT 8 � TRACT 'J' `' �, ZI 10, UNSTABLE MATERIALS SHAD_ BE REMOVED FROM CONSTRUCTION AREAS AND BACK FILLED z ,1-A C / �8 +76,57 _ ::.est -0.30x ANwan wRs® [�) I Rea�vM SERVICE W �' LOT UNE AND DISTANCE FROM THE MAIN UNE WITH SUITABLE MATERIALS. a (-� / / (8.) LOCATE WITH MEASUREMRNTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS " 7 ACRES J / / - A IN I M _ $$ ALS RECLAIM MAINS 11. CONSTRUCTION SHALL INCLUDE REPLACING WITH MATCHING MATERIALS. THE DRIVEWAYS. INv.v.z7.53 sTnHDARn p1R9_ �. n4. '� � E' 1 �I I., R �� v G3. � AND ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES) WALKS, CURBS AND LANDSCAPING THAT ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION. _� d gI / 7 STA37-eA.9s I LOW -OFF (��,� THIS WORK SHALL BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS. I� t� Ha[T"'-2 A = ASSEMBLY x B STORM DRAINAGE 12. x `'' A INV F 7 46 BP E1 22 Q O (i.) TOP ELEVATION OF EACH MANHOLE FRAME AND COVER GRATE AS WELL A5 ALL ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED F x TLA N D 3 [Nv,3.3s zNv�,x _� / MATERIALS AT LAST STAGES OF CONSTRUCTION. U) :r n+va4a I OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) � dam- " o (_ I ¢ a 2� I © R.C.P. Z 13. ANY DRAINAGE PROBLEMS CPEATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION 0 w �a I 31 30 P9 P6 P5 P4 3 P2 P1 PO 19 3 I` J STORM SEWER INLET AND M.E.S. 4 (2.) INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, AND NOT ALLEVIATED. SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY, AND THE Z X �' INCLUDING UNDERDRAIN PIPES PROJECT ENGINEER, - O o d a A A A L C A A A A� A Q STRUCTURE (3.) INVERTS OF ALL MITERED END SECTIONS 14. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN "TO REMAIN" Lu Lu 0 w - _ - - _ _ _ - _ CONTROL STRUCTURE AND OUTFALL z Lx W ON THE PLANS. m a� T 7 �w �� - i �- ` rA: FORCE MAIN V l4TERiD END SECTIDN (4.) ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES Gz4 U1 15. PRIOR TO FINAL CERTIFICATION, THE CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER " X X X X X X X X X X SAN, M.H. (5.) INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMENANT VISIBLE OBJECTS FIVE (5) COPIES OF 'AS -BUILT" PRINTS OF THE RECORD DRAWINGS, CLEARLY INDICATING 6' CH N LUNK FE CE (TO REMAIN �� SANITARY SEWER SYSTEM TO ALL STORM STUB -OUTS. ANY AND ALL CHANGES MACIE, AND SIGNED AND SEALED BY A FLORIDA REGISTERED LAND N O "22 1 y E 132 51 FT STA10 SAN. MAIN SURVEYOR, AND ONE MYLAR REPRODUCTBLE COPY OF THE "AS -BUILT" DRAWINGS. LIJ SILVER LAKES iNDUSTRI L PARK E PLA LIFT sTAno DIRECTION OF SURFACE FLOW M w H S > LOT 29 I (C) WATER SYSTEMS AND FORCEMAINS " P AT BOOK •4:6 PA E5,4• 3 CONCRETE MONUMENT (1J ACTUAL LENGTHS OF PIPES BETWEEN BRANCHES AND VALVES IN THE RUN. RECOV�REA 4'X4" CONCRETE SIDEWALK /BIKE PATH r CLi L O T 32 L O T 33 L O T 34 I PLS jf4285 (2.) LOCATE WITH MEASUREMENTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS �. ".• } ACCESSORIES NOT VISIBLE FROM THE SURFACE ( MINIMUM TWO POINT TIES). -- L O T 3G L.l AND ACCE -� 01-18-02 (3.) LIST THE DEPTHS OF ALL LINES AT ALL VALVES AND FIRE HYDRANTS.