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Home My WebLink AboutSWA000201_Plansheet C300-C305 - Grading/Drainage Plan_20230417 LEGEND BLOWUP 1 � ~ 6' WIDE a - - - - PROPERTY LINE Z JURISDIC7ONAL / ' ADJOINING PROPERTY LINE LLJ OPEN WATER 450 EXISTING CONTOUR 5' o Q�Q'� � EXISTING CONTOUR 1' D 5 N ��/ �y � CD z �` O� PROPOSED CONTOUR J � �c �lv,�i ��/.� //' X 459uj PROPOSED SPOT ELEVATION l!J F- L a, o o w liz- �1 �/ BLOWUP 2 PROPOSED STORM SEWER Lij � z JURIS®1C710 NIAL . . LIMITS OF DISTURBANCE ❑ � � 1Nl 11 Y 30' WI E GE°lA 7�D ACK uj < z WA WA PROPOSED WATER LINE CL U- y W W W y W y y W y W y W W y W T W SA SA PROPOSED SANITARY SEWER to 6' WIDE JURISDICTIONAL '�/ y y �" TIP TIP TREE PROTECTION FENCE �� OPEN WATER SITE REPARATION GRADING AND STORMWATER NOTES: FIDE' �� 1. TH PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A .1JR.,ISDIC)10 A4 � �� QUALI ED LICENSED GEOTECHNICAL ENGINEER. DITCH "' "' "' � 2. ANY RETAINING WALLS (INCLUDING GEOGRID) SHALL NOT BE LOCATED WITHIN A RIGHT-OF-WAY, BUFFER, OR EASEMENT. RETAINING WALL COMPANY TO PROVIDE DESIGN y y y �� DRAWINGS TO BE PERMITTED SEPERATELY. 3. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND p STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF J DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS. A/ 00 N 1`0 4. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL WORK IS Q U Lo y � W COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS Z I 9 SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. I1_ Lu 5. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF Z OCCUPANCY (CO). Q (.0 O N 5. EXCEPT AS SPECIFICALLY IDENTIFIED ON THE PLAN, STORM PIPE CAN RC, HDPE OR HP Z W yy MATERIAL. ALL RCP SHALL CONFORM TO ASTM C-76 SPECIFICATIONS. HDPE SHALL CONFORM TO AASHTO M294 CORRUGATED EXTERIOR / SMOOTH INTERIOR PIPE (TYPE S). HP PIPE SHALL Z Q d� CONFORM TO ASTM F2881 OR AASHTO M330. J M o 6. CONTRACTOR SHALL COORDINATE WITH ON-SITE GEOTECHNICAL ENGINEER TO DETERMINE IF Q (D } a TRENCH DRAINS ARE REQUIRED PRIOR TO FILLING IN THE ON-SITE DITCHES. IF REQUIRED, F_ f 11 COORDINATE WITH THE ENGINEER OF RECORD FOR TRENCH DRAIN DETAILS. Z 00 ? Z \ m� 0 ADA ACCESS NOTES: Z U / /' 1. ALL ADA ACCESSIBLE LOCATIONS ARE SHOWN ON THE PLAN. THEY INCLUDE, BUT ARE NOT Z Q �• \ BU NG 2 �, / LIMITED TO; ADA PARKING SPACES, SIDEWALK BETWEEN ADA PARKING SPACES AND MAIN D:f w BUILDING ENTRANCE, SIDEWALK BETWEEN MAIN BUILDING ENTRANCE AND PUBLIC RIGHT OF WAY. Z / �� 1 Of / 2. ADA PARKING SPACE MAXIMUM SLOPE IN ANY DIRECTION IS 2%. THIS INCLUDES ALL ADA Lo Q PARKING SPACES AND ACCESS AISLES. I 3. ADA ROUTES MAXIMUM RUNNING SLOPE IS 5% AND MAXIMUM CROSS SLOPE IS 2%. 4. CONTRACTOR SHALL PREPARE FORMS FOR ADA SIDEWALKS. PRIOR TO POURING CONCRETE, / �t CONTRACTOR SHALL VERIFY RUNNING SLOPE AND CROSS SLOPE OF ADA SIDEWALKS. A SMART LEVEL DEVICE SHALL BE USED TO VERIFY THESE SLOPES. 5. UPON COMPLETION OF OF ALL ADA AREAS (INCLUDING PARKING SPACE AND ACCESS AISLES), CONTRACTOR SHALL ONCE AGAIN VERIFY THE RUNNING AND CROSS SLOPE OF THESE AREAS WITH A SMART LEVEL. ANY REPAIRS MADE SHALL BE THE SOLE RESPONSIBILITY OF THE \ M i CONTRACTOR. ILDING FFE I!iD z 30' WIDE VEGETATED ,.wv —`� / �/ / I I > SETBACK w ANDS / �l I w � I / rn / / [ o 0 Lo 0000 J Z J / X I 0_ O" Z `i In F ��Q Ld N 0 Z �O�o�O LLI F- w F- > Ld U �' LLJ L1 w � a BLOWUP 3 � w% �; ; Q _j QN � � N N 0 4 WIDE ' I <` j u N a URIS CTIONAI 1 / , o DI H �. SOU TH � ' /% SEAL SCM �� . AARo��i c CREEK TOP JURISDICTIONALi PERENNIAL STREAM .. /Vo .� ®� �� i� �� BLOWUP 4 /�4/2023 DATE 2/24/2023 -� ISSUED FOR REVIEW N r f SHEET NO. � i CONSTRUCTION DRAWINGS W / i ISSUED FOR: q WE ■ PRELIMINARY C300 0 150 300 450 ❑ MUNICIPAL REVIEW Q W W ' El BID SET BLOWUP 5 �� °Y W 'W ;' i W �i ❑ CONSTRUCTION DOCUMENTS FORCE MAIN MARKER / F- / Z LLJ SANI TAR Y SEWER CLEANOUT pp / CL w aD p ~ N U �y to O Z v WLLI Y M d CD of 6 WIDE --- - -______--- -: oo = J , W JURISDICTIONAL :: ` � . -- LL! r > z y� \ :/ \ \ w z J OPEN WA TER ` ':.- , , ; _ v W aor- z / / v v Lo N - ----_---_ �1 v ,--ram / v i ------------ -- ------------------------- r :,; ` \ o o -- -- - --------------------- \ 00 P .. ---------- \ Z J(�RI SOI C T 0/ 1, L PfR-ENNI AL ``S TR 11i1 =- �� z I 0co m �i _ 30' WIDE = __ D_ FORCE MAIN MARKER `.,�'• SETBACK - --- - -- %i' i --- •-- RIGHT-OF-WAY /'( / �; �l %�" 0 ZCD ,;; �•, DB. 3191 PG. 302 /� --- - --- - o F _ ---------- = - ---_______-- ----- - - WETLANDS 6 WIDE RIP-RAP -- - ___ _____________________________ _ __________________________________ ___- __________________________- s ADJUST POWER \,• -------- --- --- ____________________ ---_______________ JURI SDI C TIONA L ;;>- / POLE AND GUY rP _____________- ____ ;-; -____--- OPEN WA TER LIMITS OF \.• Z _Tp\ - '�' FES INV: 191.5 \�,� DISTURBANCE -- -------- - ADJUST FORCEMAIN MARKER �, --- ---------------- 125 LF 60" RC PIPE a �° , , :. : :::' ------ - <� -- •ate------ ---------- --- � - ;!: ' %' s FES INV: 190 ------ __ �' ------------------------------------------ INLET '• 56 B � - ----�--- '// s� / RIM 197.4 00 9g ----_`- INV: 194.4 -_--- - - �P RIP-RAP � J ' 161 LF 15" -- - - - \ PIPE 200 F� \ '1 1, 9 \ INLET 56A � 3. _ F = � INV: 193.3 INLET 44 0 RIM 198.5cl / _ �R Ld > v v \,' \ _ INV• 192.4 ------------------ PIPE L Ai � N P 135 LF 15" \ O 0 ' " .t U INLET 43 z ao J LIMITS OF / cQ " PIPE s N co DISTURBANCE ""F� sP rn ` \ RIM 198.5, INV 191.7 X I INLET 57 w 0 Lj c� s \ \ RIM 200 cV a ,n ? v v v a XI �� ^^�� INV: 193.2 INLET 57A1 0 122 LF 18" Ld RIM 200.2 N OAl PIPE + N - z �Pi 6' �' \ INV: 195.2 c� i ,� INLET 56 / sv \ 114 LF 15" �' Off` x o 9 ^ ry Ld W W v V" RIM 200 4 z ., PIPE " O !il � INV. 192.5 y N �� i J > w �P INLET 42 rn '� a \ \ RIM 198.5 --- 'p V 170 LF 30" 0� INV: 190.9 - / \ - 't P/ / , y -�--------. 122 LF 24" w v v •8 P [] SANITARY SEWER MANHOLE �sa �', /P q \ \ Q N a TOP 197.28' sa %� v s PIPE U) rn N INV IN(NE) = 785.57' - � � o �� q ��S °' N q \ \ INLET 58A1 INV OUT(SW) - 785.28' - o' z SANkTARY SEWF,5�CLEANObT �, INLET M 200 �� wq �6 \ s \ RIM 205. � o a � � \ 9 INV: 195.7 z � INV: 194 \ 55 LF 15" INLET o } DPP p �s PIPE RIM 198 N o 133 LF 30" IPT \ q INV: 1 ' 4� w INLET 58 _ PIPE 20 8 \ \ RIM 200 INV: 194.1 SEAL 5� �P �� a sy QF 20 LF 15 q A \ INV: (58A1) 195.1 C A R 248 LF 30" PIPE C� - PIPE V 195 LF 24" % C1 n / PIPE , 20 LF 15 9 \ � • INLET 55 PIPE \ = L = RIM 198 TYPICAL ALONG BUILDING (EXCEPT �9 \ 2�S =� • 9 \ I / INV: 191.1 FOR ADA SECTIONS \ ;'INLET 60 5 __--~--- INLET 58A 1`M � 132 LF 30" BACK OF SIDEWALK:201.86 RIM 200 \ WV: 191 .5 i�F�G 5 -- PIPE TOP OF CURB:201.75 �q s BOTTOM OF CURB 201.25 INV: 194.5 T \ \ 55 LF 18" //� P. M�.' __. �'`,�4,WAY FROM 200. PIPE L�z 4/2023 I UILD,ING,AT 2% FOR 9 INLET 59 SAKI TAR Y SEWER MANHOLE DATE \ RIM 200 2/24/2023 3 `��'., _ _ kiE ,PI-RST 6' AT DRIVE INV: 195.2 TOP = 198.83' al! - ^> IN LgGAi1lVS �9 INV IN(NE) = 184.53' INV OUT(SW) = 184.50' ^> 1M\ \ ISSUED FOR 30' WIDE INLET`54 ^'> �9 __ -- `\ \ wq REVIEW VEGETATED b� RIM 196 20 LF 15" SETBACK INV: 190.5 ^> PIPE \ \ SHEET NO. INLET 60 205 INLET 53 q \ RIM 201.1 .,. RIM 196 4/ 90 LF 36 INLET 59A ------ 200 PIPE `,, a� ``, V. 190.0 RIM 95 6 ------------ �' �� q� INV: 196.E ---- -- INV 18^> \ 55 LF \ PIPE > PT �� \ INLET 73 CONSTRUCTION DRAWINGS a 2 8 \ v SSUED \R: C301 RIM 200 ■ PRELIMINARY INV: 196.3 El MUNICIPAL REVIEW -- ❑ BID SET 195 LF 24" ❑ CONSTRUCTION DOCUMENTS PIPE \ F- Z L!J = --- -_ N IZ w Do o U N F (n t 0 Z Ld M Ld LLJ w � W O) (n L -------- ---------- \ J (O O W � z \ � \ F- - = J r " � v v rt \ ---------- WE TLA N IDS \ �- V. A � q/ � \ \� - --- ----- WeT4 IDS \ \ P_ ----- '------ -------- ------- -- ------ -------- �/ �/ \ ;i 0 ;; --------------------- ------ ---- 19 co � --.•�� - � � � � � � � � / Ali\ � LL N � a. U � zoo : , a o N m .,, Lo - ---------- JURI S�DICIDNAL \ Q z un DkTCff \ O a V� c O Z -- .�� \ � w Q F 18" � \FTLAND� 4 \ I PIPE \., sA . 42 -------------------------------- INLET RIM 198.5 _- INV: 190.9 - " _ / \ it 122 LF 24" PIPE INLET 41 2p0 \ RIM 198.5 �_ . _ _-- INV: 190 \ -`- DI RBANCE \ ,� LIMITS OF \ -` STU \ 122 LF 30 - 20 PIPE V A INLET 40 \ o \ INLET 34 RIM 198.5 \ RIM 198.6 w INV: 189.2 _ ® - �� \ \ , � NV. 183.6 ---------- 0) 122 LF 30" rn �A PIPE `9 \ 0 """ 3 '� 1 [� o 0 � I \ o 'i \ \ 143 LF 54" 0 r __ I zTJ INLET 39 - ---- -- INLET M 196 19 �� PIPE 237 LF t, % RIM 198.5 - - 54" PIPE o x i INV: 185.9 _ -,� do - \ \\ INLET 33A INV: 188.3 0j/ �9) > - \ RIM 200.1 Lj a C" z INV. 187 122 LF 30" 81 LF 15" \ \ rn w \ o w PIPE PIPE �°�fO �P 201 \ * N rn z T 6 20 ?O - -- 97 �9 w � \ w 0 5 / \ \ W cn 201.1 -- / �P '��' '°q \ 48 LF 15" J 196.6 / / 196 q ..� �q \ V PIPE w r 18 -- - O INLET 38 / / '�°' ° 8 �9 0 \ \ ;: - INLET 32A [] �, a T 73 RIM 198.5 / \ \ �:' \ RIM 200.1 J N 200 INV: 187.5 \ INV: 187 < / P q \ N PIPE / TIE ROOF DRAINS INTO 15' HDPE PIPE AND CONNECT 9 �9 z \ a = 195 LF 24' ------..- �N � � \ / TO STRUCTURE 34 \ :\/ \ 48 LF 15" o r PIPE oQ / INLET 37 A - - 8 u N o INLET 33 \ __ P a RIM 197.9 INLET 35 RIM 198.5 _ \ _ _:- + INLET 72A1 20 INV: 186.4/ / �P RIM 194.4 INV: 182.6 q \ \\ \ RIM 201.1 X, S V \/ INV: 185.1 SLOPE AWAY FROM ; INLET- M INV: 196.2 28 LF 36" . ` > BUILDING AT 2% FOR \ wq A -------- --- -------------- ---_ RIM 001 SEAL X / �� PIPE / ---------- THE FIRST 6' AT DRIVE \ \ \ INV: 187 �A� 0 A RO��i� X �P 163 LF 48' ----- --,---------- IN LOCATIONS 155 LF 15' / / PIPE 136 LF 54" \ 48 LF 15" PIPE / INLET 36 PIPE PIPE \ INLET 30A 1 RIM 194.1 > \ i � \ , INLET 72 , / P - - \ RIM 200 / / INV: 186.2 �9 \ oo RIM 200.1 q INV: 195.1 / > TYPICAL ALONG BUILDING (EXCEPT INLET 32 \ \ INV: 187 I j G A . . _ k� D� LF 42" , BACK OFOSIDEWA K:1919.86 NV: 188.7 .�� 9RIM 195 LF 30" \ ryo"� ;/ / PIPE TOP OF CURB: = \ o�\ \ \ - \ �� PIPE N Ory INLET 36A1 q BOTTOM OF CURB 199.25:% \ `2 LLI I\- \ M - ry RIM 199.5 / > > \ - L 4 2023 INV: 189/ �P `�0� 136 LF 54" \\ 1 / / \ INLET 71A1 �� / / / PIPE \\ \' - ----------- RIMDATE \ \ 201.1 ry INLET 36A P �' \ �9 ;,,\ -- 1 2/24/2023 \� INV: 195.1 \ ELECTRIC POLE (TYP.) q 2 \ 55 LF 15" ----- 28 LF 15 RIM 194.2 I PIPE / O % PIPE / / INV: 187.1 �, RIM 9831 \ �9 -- ---- ISSUED FOREVIEW "- --------9 -- --------------------- --- __ y'9 \ INLET 71 > --- 5 � I IPT RIM 200 / 155 LF 36" INV: 180.9 \ \ �.. �_ M \\ to �\ \ \ SHEET NO. l ____ Z�.B INV: 194.0 / PIPE � I' \ \ / 106 LF 54" \ INLET 36B1 PIPE RIM 199.5 48 LF 15" INV: 189 / / , D I PIPE 20 LF 15" \ �M\ 0 28 LF 15" �� RIM L198.5 ET 30 CONSTRUCTION DRAWINGS PIPE q \ ''.. \N E - 1 INV. 180.2 ISSUED FOR. C302 2 \ INLET 71Ait RIM 200 \ \.. INLET 36B �P > 1199 I I I I El MUNICIPAL RREVIEW INV: 195.0 1- 111P ro RIM 194.2 133 LF 54" I D \ 20 .3 �P ElBID SET a, INV: 188 ----- PIPE ❑ CONSTRUCTION DOCUMENTS "A 4, INLET 60 05 -------------- INLET 53 36" RIM 196 INLET 59A A� 2 RIM 201.1 90 LF PIPE ""INV: 190.0 RIM 200 INV: 195.6 55 LF 18' INV: 196.6 � \'' ----------- LLJ � IPT \ PIPE O IN INLET 73 RIM 198.5 2 8 RIM 200 INV: 187.5 CL uj Do INV: 196.3 t: 159 LF 36' PIPE uo z 1 L 4pp 0 ------- > --- PIPE Ld Lu------------ 20 LF 15" LLI of Ld CD INLET _j (n q PIPE RIM 197.9 37 > 90 LF 6 LLI P PE INLET 73A INLET 72A1 INV: 186.4/pS in L0 5; Fo F- 6 EEE 20- RIM 200 RIM 201.1 Lij INV: 197.3 INV: 196.2 28 LF 36'p X: cn `� \ v - - i PIPE 63 L < 55 LF 15" z (L -i N 2 k\ Lo u- I \LET 5" PIPE INLET 36 RIM 194.8 INLET 12 INV: 189.4 RIM 194.1 T, 2 3 RIM 200 INV: 186.2 195.1 15 LF 36' PIPE 155 LF 42 V > 20 L LF 30pp INLET 36A1 PIPE \ �9 19 PIPE INLET 51 PIPE RIM 199.5 RIM 194.3 INV: 189 INV: 188.8 INLET 72A,- INLET 71A1 LIMITS OF oO RIM 200 RIM 201.1 DISTURBANCE',, INV: 196.1 INV: 195.1 INLET TL 28 LF 15" RIM 194.2 \ ^, 2 55 LF 15" PIPE INV: 187.1 115 LF 42" INLET 50 PIPE RIM 194.3 190 PIPE 50. -TYPI-(;At ALONG BUILDING (EXCEPT INLET 1 FOR ADA SECTIONSIPT RIM 200 155 LF 36 BACK OF SIDEWALK:201.86 INV: 194.0 PIPE 27 LF 42pp TOP OF CURB:201.75 1`10 0 PIPE BOTTOM OF CU-RB-.-20-1 25-- INLET 36131 00 �t > 1z;z1. C,4 V-) FES 1 V: 189 INV: loo Lo ,--INLET 50A --------------- z RIM 194.3 ------- 20 LF 15" 28 LF 1 5pp I \ \ 15 LF 1 5pp ------------------------------------------ r* O PIPE INV: 19U.4 > PIPE PIPE z r- ------------------ INLET 71A 41- z ---------- INLET DE > RIM 200 c14 INV: 195.0 0) RIM 194.2 VEGETATED L0 INV: 188 ---------------- SETBACK 01.6 \ V ' e� _ _ ^, 189 LF 30pp o PIPE 0 F INLET 70 -7 155 LF 36-P 0 INLET 65a RIM 199.6 F- RIM 194.3 SLOPE AWAY FROM INV: 192.9 PIPEs\� cf) INV: 190.5 BUILDING AT 2% FOR ------------------------ ---------------- ------------ o THE FIR DRIVE / P \ Z ----------------- -------�T N LOCATIONS 0 F- IN - > ---------- 15 LFI�5'-' ,\ > NLET 36C --------------- ----------- D:f Ld ? 194.2 137 LF 30" R ----------------------- I M PI PP IN% 38 LF 42" 189 ir PIPE PIPE L0 < INV: INLET 65 INLET 69- RIM 194.3 RIM 199.6 INV: 188.2 INV: 192.1 133 LF 30'p PIPE Z, --------------- ----- 115 LF ------------------------------- ---- --- PIPE ------------ ------------- ------------ INLET 6 INLET 36D \ RIM 19, RIM 1 > t.3 2 ---------- INV: 18;--- INV: 189.7 41 23 1-1- Jt5-- ---- ---- > FF1 PE \V INLET 67A - 4 RIM 195. 175 LF 24 NV: 190.8 PIPE ---------------- \ : : - 280 LF 30" ------------- ---------- \ IPIPE ------------- 58 L ---------- PIPE / / INLET 67 --------- --------- W A-------- INLE 3 E RIM 196.5 ro. RIM 9, 2 z ''JIli k NV: 190.8 N!W INV: 18 L Ld 125 LF 36" ------------ PIPE -------- ------- ---------------- 196--, 0) 4E TL A ND S ---1--.---------------------------- c*4 00 INLET 68 0 0 Lo RIM 195.3 ul -4 V: 190.4 ------ ------------ a- WETLANDS Nil 00 -1 z u - ------------- A co Lj Lu 0 0 13 LL - z ri ri Ld-------------------------------- ------ c; �02 Ld ------------ 04 0) 04 x Lu LL. z u Ld F-�_j - ---------- co im Lo ----- --- U) 00 T Iffl L1 ----------- -4 ------------- ---------- _j C -------------------- --------- ------ INLET 20 ---------------- ----- r4 ----------- --------------- --------------------------------- RIM 194.2 INV: 189.9 hilm! ------ ---- z - ------- ---- 'Hid -------------------- EOM � --------- ----------------- ------ --------- 04 97 LF 24pp ---------------- c ------------- PIPE 4/ -------------- --------- ------ ---------------------------------------------- SEAL 12080 ------------------- ------------------ -------- 0 60 INLET 19 --- -------- --- -------- C.A R o -------------- RIM 194.2 ------- ------- INV: 189.3 --- --------------------------------------- -------- ---------------- ------- _______________________________ --------------- ---- ------------------------------ -------------------- ------- -------- ------- ----- --- 100 LF 30' ----- ----------------------- ------------------------------- --------- ------------------------------------------------------------------ ---------------------- PIPE /Vo% I INLET 18 INLET 17a ----------- RIM 194.2 ------------------ F, 1A RIM 192.5 • INV: 188.7 - -------- --- ----------------------------------------------- -------- v INV: 188.6 ------------ ---- ----- /0 ------------------------------------------------------------------------------- ----------- --------------------------------------------------------- ---------------------- ---- %�4/2023 44 LF 1 5pp 100 LF 36'p ------------------------ -------- ------------ --- ------ ---------- --- PIPE PIPE ------------------------------------------- --------------------------------------- --------- -------- ------- ---- DATE 2/24/2023 --------- --------- INLET 16 ------ ISSUED FOR RIM uz.5 REVIEW INV: 187.7 INLET 17 ------ RIM 194.2 INV: 188.1 SHEET NO. ---------- --- ----- ----------------------- -------------------------- --------------- 180 LF 36pp 75 LF 36pp c PIPE PIPE )p WAL�/'l 19 2 LIMITS OF TC LET 38 CONSTRUCT�ON DRAWhGS 'TO DISTURBANCE 801 --;WALL:1 ------------------------------------------------------ �SSUED FOR: < C303 ------------------- 0 PRELIMINARY ----------------- TOP WALL: 5 ------------- El MUNICIPAL REVIEW LIMITS OF BOTTOM ALL:1 ------------ ----- El BID SET DISTURBANCE -------- -------- -------------------- El CONSTRUCTION DOCUMENTS ------------- -------- ----- -------- > INV: 180.2 INLET 36B 199 RIM 194.2 133 LF 54" INV: 188 PIPE LLJ ---------- X INLET 29 RIM 197.3 CL w Do INV: 179.3 C04 0 U) CD Z TIE ROOF DRAINS INTO,4 LIMITS OF 5 �oo F 5" HDP� PIPE AND CONNECT ECT DISTURBANCE C:) ' wq TO STRUCTURE 29 F-: U) LLI it 1p cn------------ SLOPE AWAY FROM U) > BUILDING" AT 2% FOR INV: 193.5 THE FIRST;6' AT DRIVE Lij Lo > 00 Z 0 60,,,/ 120 180 i� 1 ai C) X: JiN LOCATIONS H I PT A < ----------- 6.1 30 LF 24" RC PIPE of(L _j 'a In '--l—INV: 192.5 Lo 183 LF 54" PIPE ----------- > ------------------------------------------------- INLET 28 RIM 194 ------------ INV: 178.1 ----------- - ----- E E E 2-0-0 91 LF 54" PIPE < J < a. ------------------------ ------------ --------------- -------- --------- INLET 27' 00 --------- INV- 177.5 RIM 193.2 rn 0 Lo ---------- a. -------- ----------- Z ------------- --- ------ -------- --------------------------------- ;/ / Q (.0 155 LF 60" - PIPE ' / ------------ ----- ------------- -------------- X ------------ 196 ;j 4 / // Q Z ,, --- ------------ INLET 26 a.------- --------- --- --------- F_ RIM 193.2 INV. 1765 F Cf) 0(D�Z --------------------------------- ------------ F_ / 1 55 LF 60" af LLI < PIPE / /Ng Of L0 < ------------------- INLET 25 -------------- ------------- RIM 193.2 V' 1g5 INV: 175.5 ---------------------------- 155 LF 60" ----------------------------------------- PIPE ---------- --- ------- ------------ ------------ 4,,j ----------------------- Z_ 4' v 4� 4J ------------ co ---------- ------- ----------- - ------- ----- ----------------- INLET 1 4 RIM 193.2 INV: 183.5' ------------------ RIM: 189 44J --------------------- INV: 174.5 co ---------------------------------------------- --------------------------------------------- ---------- ------------ 81 LF 15 �c- RC PIPE -------------------------------------------- --------------------------------------------- --------------------- ------------------i LF 60---- ----- --- --- --------------------------- ------------------------------------------------ RC PIPE ----------------------- < %18 // ------------ Sp 155 LF 60" PIP 4Z7 z ------------------------------------------------- ---------------------------- --- ------ --- --------------- --- ------ ------------------ --- --- ------- Ln ------ LLI `�---------------------- ------------------------------------------------------------------------------------------------------------------------- < INLET 2 ----- -------- RIM 193.2 ------y 0 4 INV: 175.4 04 0 00 0 1 111') \bh ---------------------- \ I LN 0) 00 00, 0 Q) r- 00 u ------------------------------------------------- Lj a_ C5 C" z < 11.0 F�f .......... 155 LF 60" z LLI 0( c; °02 LLI PIPE C14 0) 0;1 C14 LL. Z x , F- LLI ---------------------------------------------------------------- / / ' u INLET 3 _j RIM 193.2 5; ------------- _j INV: 176.4 ./1 ------------ Z ------------ Lo----- w _j < ------------------------ ------------ U) ------------------------------- ----------------------- L1 a- _j C14 ------- --------------------- ------- ---------- --------------- ------------ ------------ 0 6'0 ----------------- ----------------------- ---------- ---------- 00 --- ----------- C) ------------ C14 F- ----------- ---------------------------- m F- ------------------------- ---------------- 155 LF 54" 0 a: ---------- --- 0 rn ----------------------- ----------------- --------------- PIPE 0 ly ------ -------- > Y INLETC14 10- ---------------------------------- RIM 193.2 INV: 177.3 ------- SEAL ----------------------- 0 C A R D ---------------- ----------- cl, --- ---------- 001, -------------------- ------ --------- ----- ----------- --------------------- F\ /Vo 155 L------------- 155 L INLET 5 PIPE RIM 193.2 19 INV: 178.2 / / �% ��4/2023 Z_ DATE ---------- ----------- 2/24/2023 ------------ ISSUED FOR REVIEW INLET 6 SHEET NO. RIM 193.2 Z INV: 179.1 155 LF 54" PIPE 10< -------------- ------------- CONS WINGS LF ISSUED FDRA OR: C304 54" PIPE PRELIMINARY El MUNICIPAL REVIEW El BID SET --------------- DOCUMENTS El CONSTRUCTION DO olk TOP WALL: 5 --------------- LIMITS OF BOTTOM ALL:190 INV: 176 DISTURBANCE ------------- ----------------- ----- ----- ---------------- z ---------- --- LLJ---------- 00, 0 ------ ------------------------------------------------------ ------ --------- ------ --------------- ---------- --- --- -------- ----- ----- -- -------- ------ ----------- RETAINING WALL 1 CL 19 ----------- --------------------------- "o 1 0 t: CC4) CD -------- ---------------- 155 LF 54" ---------- --- --- -------- ------- U) uJ WIDE ----------- ------- ---------- PIPE 0 z 30' WID < ------------- 0 0 LLJ -- J AWAY FkOM ------------ VEGETATED i i INLET 15 j BUILDING AT 2t FOR �p -------- -------- SE SETBACK j I I ---- j 'T DRIVE i --------------- INLET 4 A Lu C) j RIM 194.1 THE FIRST 6' A%1' ------ LLI of Ld CD _j i 1866 j ------------- RIM 193.2 j 0 w INV I N LOCATIONS ---------- ---------------------- > INV: 177.3------- 00, > LLI ---- F- ------------ TOP WALL:1 ------- Lij Co Z 01 BOTTOM WALL:190 : TIE ROOF DRAINS INTO- 5" e -- ----------- HDPE PIPE 11AND CONNE�CT ------------------- cn ------------ Lu < F- ' TO STRUCTrE 14 147 LF 42" ---------- ------ _.--------omoomm;wwwwwomo -------------------------------------------- iPIPE (L -i ------------ --- --------------- �o 00' 146 LF 42 T, PIPE-------------- A I /---------------- 155 LF 54" PIPE 5 RIM 193.2 Z, INV: 178.2 INLET 13 TOP 00, �/Iooy RIM 197 Z, -- --- ----- ------------- INV: 184.9 TYPICAL;' ALONG BUILDING (EXCEPTWALL:1 FOR AAA SECTION.. LL:1b --------------- INLET 14 BACK OF SIDEWALK:199.86 RIM 197 //1 1011-- Or CURB:199.75 INV: 185.7 BOTT%1 OF CURB 199.25 -------- ------- ------ 41 165 LF 42" INLET 6 PIPE RIM 193.2 INV: 179.1 --------------- 155 LF 54" a. ---------- ----------- 00 �t INLET 12LL di? RIM 197 130 LF - _ a rn 54" PIPE INV: 183.9 < aj ------------------ 180 LF 48" D INLET 7 ------------- (.0 163 LF 42" PIPE cC 77--------i RIM 194 PIPE i INV: 179.5 x -------- F- < INLET 8 INLET 12B cn /--INLET 11 RIM 194 --------------- RIM 192.6 Him 19/ INV: 180.6 "A219 LF - ------ INV: 187.0 INV: 182.9 94 LF o >- a. FIFE F 48" PIPE F- 0 Z C.D INLET 9 -- -------------- o ------------- -- ----------- ------ A9 LF 15" 95 LF 116 LF 48" RIM 195.5 1 011 ----------- ---------- NV: 181O .1 ; -------- ----------------- PIPE 18" PIPE PIP-E - ----- -------------------- F INLET 10 7� - ------------- F- M 197 ----------- ------ Q:f Ld 182.2 ------------ ------ -------- ------ -------- LL - 1 r A Lo ----- -------- -- --------- L0 < ---------------------:--::- ------------- LIMI F TS 0------- --- -------- ----------------------------------------- ----- -- ----------------------- ---------DISTURBANCE ---- ----------- INL 7 1 >\ Ali \V ----------------------------------- Kim 192.6 ---------- INV: 186.1 ;7----------------------------------------X" TIE ROOF DRAINS 4 15' INLETPIPE INTO 15" HDPE PIPE RIM 11.2 AND CONNECT TO ---------------------- ;o u ./STRUCTURE 9 INV: 187.7 HIP 192 e) PIPE 83LF 15" Z,/ 'Z'1-1 A , PIPE A., 19, LIMITS OF DISTURBANCE co `1195 9C INLET LET 9C RIM 195.9 rn 0, INV: 185.7 / 191 LF1 8" PIPE INLET 9D �lillil "; ", ", ;", ", "', / I", " '. " RIM 190.9 z INV: 186.6 4j INLET 9A D U) 00 `,'/"1'RIM 193.7 5; INV: 183.0 ------------ 0) 0 04 00 0 0 INLET 9B Lo \v\ RIM 195.6 r- a- U4 X INV: 184.7 ----- ---- --- WFzTLANDS\L/ Z 00 u C5 LJ Lu a_ C" z u) c; C14 0) z x o Lu LL. z F- u F-� L _j 00 LLJI L Lo < U) 00 LLJ L1 -i C14 ry U) ow CU4 F F- z C14 10- SEAL N % CARD 0 60 120 180 9 A AC ��14/2023 DATE 2/24/2023 ISSUED FOR REVIEW SHEET NO. CONSTRUCTION DRAWINGS ISSUED FOR: C305 0 PRELIMINARY El MUNICIPAL REVIEW El BID SET El CONSTRUCTION DOCUMENTS